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Investigation of the Static Characteristics of a Geogrid-Reinforced Embankment
 
 
Article
Peer-Review Record

Analysis of Load Transfer and the Law of Deformation within a Pile-Supported Reinforced Embankment

Appl. Sci. 2022, 12(23), 12404; https://doi.org/10.3390/app122312404
by Da Zhang 1,2, Guangqing Yang 1,2,3,*, Xin Wang 1,4, Zhijie Wang 1,2,3 and He Wang 1,2,3
Reviewer 1: Anonymous
Reviewer 2:
Appl. Sci. 2022, 12(23), 12404; https://doi.org/10.3390/app122312404
Submission received: 9 November 2022 / Revised: 26 November 2022 / Accepted: 30 November 2022 / Published: 4 December 2022
(This article belongs to the Special Issue Advances in Geosynthetics, Volume II)

Round 1

Reviewer 1 Report

1. In the Abstract, What do you mean the functional properties? You may introduce the exact functional properties briefly here. Actually I did not find any functional properties in the manuscript.

2. Lots of experimental results are presented in the Abstract without explanation and mechanism discussion. The abstract should be greatly improved on this.

3. English expression should be improved in the section of Introduction. Several paragraph can be integrated.

4. You may simply introduce the superiorities of the presented model in comparison to previous studies.

5. In figure 3, could you please explain the low shear strength of soil with 0.22% filaments.

6. Correct the Kpa to kPa in all the figures.

Author Response

Please see the attachment.

Author Response File: Author Response.docx

Reviewer 2 Report

In this paper, an Analysis of load transfer and the law of deformation within a

pile-supported reinforced embankment was carried out. The paper is of interest. But some questions and weak points should be mentioned. In most cases, some parts need a better explanation. A lot of needed information is missed, mostly in the methodological part. Everything should be clear for readers.

1- MATERIAL AND METHODS: A flowchart of the research methodology and its explanations is needed for this study.

2-Based on the research similarity check(attached) for this study is 27% and should e less than 18%.

3-MATERIALS AND METHODS: The tests were performed according to which standard or procedure? You need to add this information to the manuscript.

4- Abstract. Please, include exact results and conclusions with obtained values.

5- In fig10:verification of FEM model: The horizontal vector( stress/kPa), why is it different between (the FEM model test and FEM and Filling test theory)?

6- In fig 4 and 9:The dimensions of the model with details should be illustrated in it.

7- in Table 2, some property amount is missing.

8- English editing is needed.

 

 

 

 

Comments for author File: Comments.pdf

Author Response

Please see the attachment.

Author Response File: Author Response.docx

Round 2

Reviewer 1 Report

The manuscript can be accepted after proper modification.

Reviewer 2 Report

Accept in present form

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