Peer Review History

Original SubmissionAugust 16, 2024
Decision Letter - Jianguo Wang, Editor

PONE-D-24-35292Mechanical Properties Research of Unconsolidated Hydrate-Bearing Sediments under the Effect of Clay MineralsPLOS ONE

Dear Dr. Sun,

Thank you for submitting your manuscript to PLOS ONE. After careful consideration, we feel that it has merit but does not fully meet PLOS ONE’s publication criteria as it currently stands. Therefore, we invite you to submit a revised version of the manuscript that addresses the points raised during the review process.

==============================

ACADEMIC EDITOR: Please insert comments here and delete this placeholder text when finished. Be sure to:

  • Please carefully read and address the comments from two reviewers.
  • Improve the quality of the manuscript in both English and presentations.

==============================

Please submit your revised manuscript by Oct 24 2024 11:59PM. If you will need more time than this to complete your revisions, please reply to this message or contact the journal office at plosone@plos.org . When you're ready to submit your revision, log on to https://www.editorialmanager.com/pone/ and select the 'Submissions Needing Revision' folder to locate your manuscript file.

Please include the following items when submitting your revised manuscript:

  • A rebuttal letter that responds to each point raised by the academic editor and reviewer(s). You should upload this letter as a separate file labeled 'Response to Reviewers'.
  • A marked-up copy of your manuscript that highlights changes made to the original version. You should upload this as a separate file labeled 'Revised Manuscript with Track Changes'.
  • An unmarked version of your revised paper without tracked changes. You should upload this as a separate file labeled 'Manuscript'.

If you would like to make changes to your financial disclosure, please include your updated statement in your cover letter. Guidelines for resubmitting your figure files are available below the reviewer comments at the end of this letter.

If applicable, we recommend that you deposit your laboratory protocols in protocols.io to enhance the reproducibility of your results. Protocols.io assigns your protocol its own identifier (DOI) so that it can be cited independently in the future. For instructions see: https://journals.plos.org/plosone/s/submission-guidelines#loc-laboratory-protocols . Additionally, PLOS ONE offers an option for publishing peer-reviewed Lab Protocol articles, which describe protocols hosted on protocols.io. Read more information on sharing protocols at https://plos.org/protocols?utm_medium=editorial-email&utm_source=authorletters&utm_campaign=protocols .

We look forward to receiving your revised manuscript.

Kind regards,

Jianguo Wang, PhD

Academic Editor

PLOS ONE

Journal Requirements:

When submitting your revision, we need you to address these additional requirements.

1. Please ensure that your manuscript meets PLOS ONE's style requirements, including those for file naming. The PLOS ONE style templates can be found at 

https://journals.plos.org/plosone/s/file?id=wjVg/PLOSOne_formatting_sample_main_body.pdf and 

https://journals.plos.org/plosone/s/file?id=ba62/PLOSOne_formatting_sample_title_authors_affiliations.pdf

2. We suggest you thoroughly copyedit your manuscript for language usage, spelling, and grammar. If you do not know anyone who can help you do this, you may wish to consider employing a professional scientific editing service.  

The American Journal Experts (AJE) (https://www.aje.com/) is one such service that has extensive experience helping authors meet PLOS guidelines and can provide language editing, translation, manuscript formatting, and figure formatting to ensure your manuscript meets our submission guidelines. Please note that having the manuscript copyedited by AJE or any other editing services does not guarantee selection for peer review or acceptance for publication. 

Upon resubmission, please provide the following: 

● The name of the colleague or the details of the professional service that edited your manuscript

● A copy of your manuscript showing your changes by either highlighting them or using track changes (uploaded as a *supporting information* file)

● A clean copy of the edited manuscript (uploaded as the new *manuscript* file)

3. We note that the grant information you provided in the ‘Funding Information’ and ‘Financial Disclosure’ sections do not match. 

When you resubmit, please ensure that you provide the correct grant numbers for the awards you received for your study in the ‘Funding Information’ section.

4. Thank you for stating the following financial disclosure: 

 This work had been financially supported by the Dongying Science Development Fund (DJ2023001), the National Natural Science Foundation Project of China (51974353, 51991362, 52104014), the Natural Science Foundation of Shandong Province (ZR2019ZD14), the CNPC Major Science and Technology Project (ZD2019−184−003) and the Project Establishment and Construction Team of Young and Innovative Talents Introduction and Education Plan of Colleges and Universities in Shandong Province. 

Please state what role the funders took in the study.  If the funders had no role, please state: ""The funders had no role in study design, data collection and analysis, decision to publish, or preparation of the manuscript."" 

If this statement is not correct you must amend it as needed. 

Please include this amended Role of Funder statement in your cover letter; we will change the online submission form on your behalf.

5. Thank you for stating the following in the Acknowledgments Section of your manuscript: 

This work had been financially supported by the Dongying Science Development

Fund (DJ2023001), the National Natural Science Foundation Project of China

(51974353, 51991362, 52104014), the Natural Science Foundation of Shandong

Province (ZR2019ZD14), the CNPC Major Science and Technology Project

(ZD2019−184−003) and the Project Establishment and Construction Team of Young

and Innovative Talents Introduction and Education Plan of Colleges and Universities

in Shandong Province.

We note that you have provided funding information that is not currently declared in your Funding Statement. However, funding information should not appear in the Acknowledgments section or other areas of your manuscript. We will only publish funding information present in the Funding Statement section of the online submission form. 

Please remove any funding-related text from the manuscript and let us know how you would like to update your Funding Statement. Currently, your Funding Statement reads as follows: 

 This work had been financially supported by the Dongying Science Development Fund (DJ2023001), the National Natural Science Foundation Project of China (51974353, 51991362, 52104014), the Natural Science Foundation of Shandong Province (ZR2019ZD14), the CNPC Major Science and Technology Project (ZD2019−184−003) and the Project Establishment and Construction Team of Young and Innovative Talents Introduction and Education Plan of Colleges and Universities in Shandong Province.

Please include your amended statements within your cover letter; we will change the online submission form on your behalf.

6. Please amend the manuscript submission data (via Edit Submission) to include author Liqiang Wang, Xiaodong Dai, Chuanliang Yan.

7. Please include captions for your Supporting Information files at the end of your manuscript, and update any in-text citations to match accordingly. Please see our Supporting Information guidelines for more information: http://journals.plos.org/plosone/s/supporting-information.

[Note: HTML markup is below. Please do not edit.]

Reviewers' comments:

Reviewer's Responses to Questions

Comments to the Author

1. Is the manuscript technically sound, and do the data support the conclusions?

The manuscript must describe a technically sound piece of scientific research with data that supports the conclusions. Experiments must have been conducted rigorously, with appropriate controls, replication, and sample sizes. The conclusions must be drawn appropriately based on the data presented.

Reviewer #1: Partly

Reviewer #2: Yes

**********

2. Has the statistical analysis been performed appropriately and rigorously?

Reviewer #1: No

Reviewer #2: Yes

**********

3. Have the authors made all data underlying the findings in their manuscript fully available?

The PLOS Data policy requires authors to make all data underlying the findings described in their manuscript fully available without restriction, with rare exception (please refer to the Data Availability Statement in the manuscript PDF file). The data should be provided as part of the manuscript or its supporting information, or deposited to a public repository. For example, in addition to summary statistics, the data points behind means, medians and variance measures should be available. If there are restrictions on publicly sharing data—e.g. participant privacy or use of data from a third party—those must be specified.

Reviewer #1: Yes

Reviewer #2: Yes

**********

4. Is the manuscript presented in an intelligible fashion and written in standard English?

PLOS ONE does not copyedit accepted manuscripts, so the language in submitted articles must be clear, correct, and unambiguous. Any typographical or grammatical errors should be corrected at revision, so please note any specific errors here.

Reviewer #1: Yes

Reviewer #2: Yes

**********

5. Review Comments to the Author

Please use the space provided to explain your answers to the questions above. You may also include additional comments for the author, including concerns about dual publication, research ethics, or publication ethics. (Please upload your review as an attachment if it exceeds 20,000 characters)

Reviewer #1: The authors tried to explore the effect of clay minerals on mechanical properties of hydrate-bearing silt-clay mixture according to many triaxial shearing tests. However, determination of the hydrate saturation has not been clearly introduced, and I guess the authors calculate the hydrate saturation by assuming all the pore water could be formed as methane hydrate. If so, there will be obvious errors especially when the specimen is consisted of fine sands and clays. As we all know that clay minerals have a strong capability to absorb water at its surface, and these water molecules are constrained by electric force. Under this condition, quite a lot of pore water could not react with methane gas to form methane hydrate. This could also explain what has been shown in the figures. For example, Figure 12, when the clay content is high, indicating intensive clay absorbed water in pores, methane hydrate saturation is low when subjected to the same mixed water in soils. This could also weaken he elastic modulus. The third conclusion “when the content ratio of montmorillonite/illite decrease, the peak strength and elastic modulus increase”. This could be also a result of that montmorillonite has a stronger capability to absorb water molecules than illite. The authors should carefully check with this point.

The authors summarized the basic knowledge related to the manuscript topic and found a gap that “researches … fail to consider NGH decomposition, clay content and clay type.” However, related effort has been reported, and here just name a few published papers that the authors may consult. Jiang et al., (2024), Advances in Geo-Energy Research, 11(1): 41-53; Li et al., (2021), Advances in Geo-Energy Research, 5(1): 75-86; Zhang et al., (2024), Measurement, 238, 115369.

Equation (1): The left-hand side is a pressure dimension. However, the dimension of the right-hand side is unknown.

Figure 3: For clays, plastic and liquid limits are much more important than the grain size distribution. Thus, testing data of the limits should be added, and the overall grain size distribution of clay-silt mixtures will be better than the separated grain size distribution.

Reviewer #2: The present paper intends to explore the mechanical properties of unconsolidated hydrate sediments, analyze variation laws and underlying reasons by considering hydrate saturation, effective confining pressure, clay content and clay type. This is helpful for wellbore instability analysis and sand production prediction, which is very interesting and meaningful. However, there are still few questions need to be clarified and discussed.

1. Common clay types include kaolinite, montmorillonite, illite and chlorite. This paper mainly discusses montmorillonite and illite, which are believed the main composition of shallow clay minerals in Shenhu sea area. What about kaolinite and chlorite? The type, content and distribution characteristics of clay minerals in Shenhu sea area should be supplemented detailedly in the introduction.

2. Some details of the experiment need to be discussed. Are the gas hydrate samples prepared and tested in one cell or in different? What is the initial water saturation? What methods are used to prepare uniform samples?

3. In the paper, there is no information on the place where the temperature is measured. In addition, temperature has a significant impact on the mechanical properties of hydrate sediment. The higher the clay content, the more obvious the effect may be. What is the temperature variation during the mechanical testing? Would this variation have an impact on test results and model establishment? The effect of temperature on unconsolidated hydrate sediments is not considered in this paper, and can be the future research direction (I share a good idea and conception with the Authors).

4. In the experiment, how to get the desired hydrate saturation by hydrate depressurization decomposition? Does the hydrate samples remain uniform during the process?

5. This paper gives the influence of two clay minerals, montmorillonite and illite, on the mechanical properties and strength parameters, which clay mineral has greater influence? Why?

6. The latest references are listed in the paper. However, there are few format issues in the reference. Carefully proofread the reference and unify the author's name citation format.

**********

6. PLOS authors have the option to publish the peer review history of their article (what does this mean? ). If published, this will include your full peer review and any attached files.

If you choose “no”, your identity will remain anonymous but your review may still be made public.

Do you want your identity to be public for this peer review? For information about this choice, including consent withdrawal, please see our Privacy Policy .

Reviewer #1: No

Reviewer #2: No

**********

[NOTE: If reviewer comments were submitted as an attachment file, they will be attached to this email and accessible via the submission site. Please log into your account, locate the manuscript record, and check for the action link "View Attachments". If this link does not appear, there are no attachment files.]

While revising your submission, please upload your figure files to the Preflight Analysis and Conversion Engine (PACE) digital diagnostic tool, https://pacev2.apexcovantage.com/ . PACE helps ensure that figures meet PLOS requirements. To use PACE, you must first register as a user. Registration is free. Then, login and navigate to the UPLOAD tab, where you will find detailed instructions on how to use the tool. If you encounter any issues or have any questions when using PACE, please email PLOS at figures@plos.org . Please note that Supporting Information files do not need this step.

Revision 1

Reviewer #1:

1.The authors tried to explore the effect of clay minerals on mechanical properties of hydrate-bearing silt-clay mixture according to many triaxial shearing tests. However, determination of the hydrate saturation has not been clearly introduced, and I guess the authors calculate the hydrate saturation by assuming all the pore water could be formed as methane hydrate. If so, there will be obvious errors especially when the specimen is consisted of fine sands and clays. As we all know that clay minerals have a strong capability to absorb water at its surface, and these water molecules are constrained by electric force. Under this condition, quite a lot of pore water could not react with methane gas to form methane hydrate. This could also explain what has been shown in the figures. For example, Figure 12, when the clay content is high, indicating intensive clay absorbed water in pores, methane hydrate saturation is low when subjected to the same mixed water in soils. This could also weaken he elastic modulus. The third conclusion “when the content ratio of montmorillonite/illite decrease, the peak strength and elastic modulus increase”. This could be also a result of that montmorillonite has a stronger capability to absorb water molecules than illite. The authors should carefully check with this point.

Answer: 1. Dear reviewer, the viewpoint is very reasonable and our previous considerations are not very enough. Accurately obtaining hydrate saturation is somewhat difficult. Previously, we have been using saturated water or saturated gas methods to prepare hydrates in order to obtain hydrate saturation more accurately. The first method is adopted in this paper. However, as you mentioned, water will be adsorbed into clay, so the amount of hydrates is not accurated enough. In the experiment, the hydrate saturation is controlled by the mass of water in the sample, and the actual hydrate saturation is measured. While the amount of hydrate formation is modified by measuring the CH4 volume after the experiment. If the amount of supplementary gas is used to calculate the amount of hydrate formation, there are also certain difficulties in accurately measuring the amount of gas. Therefore, we comprehensively consider the gas volume to obtain the hydrate saturation as accurately as possible. See lines 133-135 on Page 5.

2.The authors summarized the basic knowledge related to the manuscript topic and found a gap that “researches … fail to consider NGH decomposition, clay content and clay type.” However, related effort has been reported, and here just name a few published papers that the authors may consult. Jiang et al., (2024), Advances in Geo-Energy Research, 11(1): 41-53; Li et al., (2021), Advances in Geo-Energy Research, 5(1): 75-86; Zhang et al., (2024), Measurement, 238, 115369.

Answer: 2.Thank you very much for the suggestions. After carefully reading these papers, I gain a lot. There is some difference. The decomposition of hydrates is considered, however the content of clay and the types of clay are not considered enough in these papers.

3.Equation (1): The left-hand side is a pressure dimension. However, the dimension of the right-hand side is unknown.

Answer: 3. Li Shuxia et al. conducted natural gas hydrate phase equilibrium experiments in the laboratory using a sand filling model with a porosity of 35%, and obtained data curves as shown in Figure 1.

Fig.1 Equilibrium phase curve of NGH in porous media

Furthermore, through data fitting, equation (1) is obtained as follows:

(1)

Where, P is the pressure of NGH system, MPa; T is the temperature of NGH system, K.

The aqueous solution and porous medium materials used in the experiment are similar to those used in this study, so the natural gas hydrate phase equilibrium model established in the porous medium is chosen as the basis for determining the conditions for the formation of natural gas hydrates in this study.

As shown in Figure 1, when the pore pressure is 9MPa, methane hydrate can theoretically be generated at temperatures below 12.36 ℃. But in order to reduce reaction time, the experimental temperature is set at 2 ℃. See lines 117-122 on Page 5.

4. Figure 3: For clays, plastic and liquid limits are much more important than the grain size distribution. Thus, testing data of the limits should be added, and the overall grain size distribution of clay-silt mixtures will be better than the separated grain size distribution.

Answer: 4. Thanks very much for the opinions given by the reviewer. Many factors are not considered or taken seriously before. After measurement, the ranges of plastic limit and liquid limit are provided. The plastic limit and liquid limit values are definitely different under different clay contents. The range of plastic limit values for hydrate-bearing sediment samples with different viscosities is 21.4% -25.6%, the range of liquid limit values is 56.1% -60.3%, and the range of residual moisture content is about 12%.

Maybe the overall grain size distribution of clay-silt mixtures will be better than the separated grain size distribution. However, considering the different contents of clay minerals, mineral compositions, and particle size ratios, the overall grain size distribution of clay-silt mixtures is hard to exhibit here. The clay grain size distribution and the silt grain size distribution are shown separately. See lines 175-177 on Page 7.

Reviewer #2: The present paper intends to explore the mechanical properties of unconsolidated hydrate sediments, analyze variation laws and underlying reasons by considering hydrate saturation, effective confining pressure, clay content and clay type. This is helpful for wellbore instability analysis and sand production prediction, which is very interesting and meaningful. However, there are still few questions need to be clarified and discussed.

1. Common clay types include kaolinite, montmorillonite, illite and chlorite. This paper mainly discusses montmorillonite and illite, which are believed the main composition of shallow clay minerals in Shenhu sea area. What about kaolinite and chlorite? The type, content and distribution characteristics of clay minerals in Shenhu sea area should be supplemented detailedly in the introduction.

Answer: 1. Through literature review, the main components of hydrate-bearing sediments in the Shenhu Sea area are detrital minerals, clay minerals, and carbonate minerals. And, the main components of clay minerals are montmorillonite and illite, with a small amount of chlorite and kaolin. For example, the montmorillonite content in SH2B reservoir is 33% -59%, with an average of 47.04%; Illite is 22% -39%, with an average of 29.28%; Chlorite is 9% -17%, with an average of 13.17%; Kaolinite is 7% -14%, with an average of 10.51%. It can be seen that the content of chlorite and kaolinite is significantly different from that of montmorillonite and illite, so the impact of chlorite and kaolinite on the mechanical properties is not analyzed in the paper. See lines 45-46 on Page 2.

2. Some details of the experiment need to be discussed. Are the gas hydrate samples prepared and tested in one cell or in different? What is the initial water saturation? What methods are used to prepare uniform samples?

Answer: 2. The hydrate-bearing samples are prepared and tested in one cell. The initial water saturation can be calculated by Eq.(1). To prepare uniform hydrate-bearing samples, the following methods are used: In the proportionally prepared mixture of sand and clay, spray the corresponding mass of deionized water with a spray can, and keep stirring during this process until the water and material are evenly mixed. Then seal it with a plastic bag for 24 hours to evenly distribute the moisture in the material. Next, the material is filled into the mold, and the filling process is divided into five layers for compaction. After each layer is compacted, the surface is roughened with fine iron wire before continuing to fill, in order to prevent obvious layering interfaces between the two layers and affect the experimental results.

3. In the paper, there is no information on the place where the temperature is measured. In addition, temperature has a significant impact on the mechanical properties of hydrate sediment. The higher the clay content, the more obvious the effect may be. What is the temperature variation during the mechanical testing? Would this variation have an impact on test results and model establishment? The effect of temperature on unconsolidated hydrate sediments is not considered in this paper, and can be the future research direction (I share a good idea and conception with the Authors).

Answer: 3. Thanks for your suggestions. The information of the triaxial equipment is supplemented, and the temperature sensing devices are installed at the center of cold storage and inside the high-pressure chamber of triaxial equipment, the temperatures are measured. During the mechanical testing, the temperature will fluctuate and show a decreasing trend, but the ambient temperature is constant and the overall fluctuation range is limited. The changes in temperature during this process and the impact on the mechanical properties of hydrate-bearing sediment are complex. Therefore, the impact of temperature has not been considered in this paper, and further research may be conducted on this topic in the future.

4. In the experiment, how to get the desired hydrate saturation by hydrate depressurization decomposition? Does the hydrate samples remain uniform during the process?

Answer: 4. According to the photographic equilibrium curve, the hydrate in the sample is decomposed to different saturation levels by adjusting the effective confining pressure. When the hydrate no longer decomposes and the pressure stabilizes, the amount of gas decomposed is determined, and the remaining hydrate saturation is calculated based on the Van der Waals actual gas state equation.

During this depressurization process, the external part of the hydrate sample is first affected, then the impact is transmitted to the internal part. However, due to the small size and high porosity of the sample, the pressure transmission is rapid, and the degree of decomposition affected by the pressure is definitely more thorough, and the sample is relatively uniform.

5. This paper gives the influence of two clay minerals, montmorillonite and illite, on the mechanical properties and strength parameters, which clay mineral has greater influence? Why?

Answer: 5. From Fig. 8, when the content ratio of montmorillonite/illite decreases, the illite content increases, and the peak strength of hydrate-bearing sediment shows an increasing trend, indicating that the cementation of illite is stronger than that of montmorillonite. This is because the particle size of illite is bigger than that of montmorillonite, the specific surface area is smaller, leading to weaker water absorption and swelling properties, the bonding strength of illite crystal layer is greater. Moreover, the hydration film of illite mineral is thinner, and the friction resistance between particles is greater during sliding. See lines 239-248 on Page 10 and Page 11.

6. The latest references are listed in the paper. However, there are few format issues in the reference. Carefully proofread the reference and unify the author's name citation format.

Answer: 6. The references have been updated, the author’s name citation format has been unified. See lines 407-557 on Page 17 to Page 22.

Attachments
Attachment
Submitted filename: Reviewers comments - Revision - 2.docx
Decision Letter - Jianguo Wang, Editor

Mechanical Properties Research of Unconsolidated Hydrate-Bearing Sediments under the Effect of Clay Minerals

PONE-D-24-35292R1

Dear Dr. Sun,

We’re pleased to inform you that your manuscript has been judged scientifically suitable for publication and will be formally accepted for publication once it meets all outstanding technical requirements.

Within one week, you’ll receive an e-mail detailing the required amendments. When these have been addressed, you’ll receive a formal acceptance letter and your manuscript will be scheduled for publication.

An invoice will be generated when your article is formally accepted. Please note, if your institution has a publishing partnership with PLOS and your article meets the relevant criteria, all or part of your publication costs will be covered. Please make sure your user information is up-to-date by logging into Editorial Manager at Editorial Manager®  and clicking the ‘Update My Information' link at the top of the page. If you have any questions relating to publication charges, please contact our Author Billing department directly at authorbilling@plos.org.

If your institution or institutions have a press office, please notify them about your upcoming paper to help maximize its impact. If they’ll be preparing press materials, please inform our press team as soon as possible -- no later than 48 hours after receiving the formal acceptance. Your manuscript will remain under strict press embargo until 2 pm Eastern Time on the date of publication. For more information, please contact onepress@plos.org.

Kind regards,

Jianguo Wang, PhD

Academic Editor

PLOS ONE

Additional Editor Comments (optional):

Reviewers' comments:

Reviewer's Responses to Questions

Comments to the Author

1. If the authors have adequately addressed your comments raised in a previous round of review and you feel that this manuscript is now acceptable for publication, you may indicate that here to bypass the “Comments to the Author” section, enter your conflict of interest statement in the “Confidential to Editor” section, and submit your "Accept" recommendation.

Reviewer #2: (No Response)

**********

2. Is the manuscript technically sound, and do the data support the conclusions?

The manuscript must describe a technically sound piece of scientific research with data that supports the conclusions. Experiments must have been conducted rigorously, with appropriate controls, replication, and sample sizes. The conclusions must be drawn appropriately based on the data presented.

Reviewer #2: (No Response)

**********

3. Has the statistical analysis been performed appropriately and rigorously?

Reviewer #2: (No Response)

**********

4. Have the authors made all data underlying the findings in their manuscript fully available?

The PLOS Data policy requires authors to make all data underlying the findings described in their manuscript fully available without restriction, with rare exception (please refer to the Data Availability Statement in the manuscript PDF file). The data should be provided as part of the manuscript or its supporting information, or deposited to a public repository. For example, in addition to summary statistics, the data points behind means, medians and variance measures should be available. If there are restrictions on publicly sharing data—e.g. participant privacy or use of data from a third party—those must be specified.

Reviewer #2: (No Response)

**********

5. Is the manuscript presented in an intelligible fashion and written in standard English?

PLOS ONE does not copyedit accepted manuscripts, so the language in submitted articles must be clear, correct, and unambiguous. Any typographical or grammatical errors should be corrected at revision, so please note any specific errors here.

Reviewer #2: (No Response)

**********

6. Review Comments to the Author

Please use the space provided to explain your answers to the questions above. You may also include additional comments for the author, including concerns about dual publication, research ethics, or publication ethics. (Please upload your review as an attachment if it exceeds 20,000 characters)

Reviewer #2: (No Response)

**********

7. PLOS authors have the option to publish the peer review history of their article (what does this mean? ). If published, this will include your full peer review and any attached files.

If you choose “no”, your identity will remain anonymous but your review may still be made public.

Do you want your identity to be public for this peer review? For information about this choice, including consent withdrawal, please see our Privacy Policy .

Reviewer #2: No

**********

Formally Accepted
Acceptance Letter - Jianguo Wang, Editor

PONE-D-24-35292R1

PLOS ONE

Dear Dr. Sun,

I'm pleased to inform you that your manuscript has been deemed suitable for publication in PLOS ONE. Congratulations! Your manuscript is now being handed over to our production team.

At this stage, our production department will prepare your paper for publication. This includes ensuring the following:

* All references, tables, and figures are properly cited

* All relevant supporting information is included in the manuscript submission,

* There are no issues that prevent the paper from being properly typeset

If revisions are needed, the production department will contact you directly to resolve them. If no revisions are needed, you will receive an email when the publication date has been set. At this time, we do not offer pre-publication proofs to authors during production of the accepted work. Please keep in mind that we are working through a large volume of accepted articles, so please give us a few weeks to review your paper and let you know the next and final steps.

Lastly, if your institution or institutions have a press office, please let them know about your upcoming paper now to help maximize its impact. If they'll be preparing press materials, please inform our press team within the next 48 hours. Your manuscript will remain under strict press embargo until 2 pm Eastern Time on the date of publication. For more information, please contact onepress@plos.org.

If we can help with anything else, please email us at customercare@plos.org.

Thank you for submitting your work to PLOS ONE and supporting open access.

Kind regards,

PLOS ONE Editorial Office Staff

on behalf of

Dr. Jianguo Wang

Academic Editor

PLOS ONE

Open letter on the publication of peer review reports

PLOS recognizes the benefits of transparency in the peer review process. Therefore, we enable the publication of all of the content of peer review and author responses alongside final, published articles. Reviewers remain anonymous, unless they choose to reveal their names.

We encourage other journals to join us in this initiative. We hope that our action inspires the community, including researchers, research funders, and research institutions, to recognize the benefits of published peer review reports for all parts of the research system.

Learn more at ASAPbio .