Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test
To study prefailure deformations in nailed deep vertical excavations under various surcharges, four centrifuge tests were used to explain the lateral deformation of facing, the fracture mechanism of cement facing, and the settlement profile of the ground surface. The soil used in this research was F...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/5569797 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832549152166248448 |
|---|---|
| author | S. Mohammad. Shoari Shoar Ali A. Heshmati Hossein Salehzadeh |
| author_facet | S. Mohammad. Shoari Shoar Ali A. Heshmati Hossein Salehzadeh |
| author_sort | S. Mohammad. Shoari Shoar |
| collection | DOAJ |
| description | To study prefailure deformations in nailed deep vertical excavations under various surcharges, four centrifuge tests were used to explain the lateral deformation of facing, the fracture mechanism of cement facing, and the settlement profile of the ground surface. The soil used in this research was Firoozkooh sand No. 161. Both surcharge applying and excavation were performed at 40 g acceleration. The depth of the excavation was 30 cm, the length of the nail varied from H/3 to 2H/3 (H: excavation depth), and the nails were installed horizontally. The nails were made of brass pipes and then sand coated. The results showed that the effect of surcharge on the lateral deformation of the facing as well as the fracture mechanism of facing is obvious. Also, it was seen that the ground settlement profile is two-line or three-line at the moment of facing fracture and is affected by surcharge. |
| format | Article |
| id | doaj-art-331a6174a47c4033a60b75ac426cf9d4 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-331a6174a47c4033a60b75ac426cf9d42025-02-03T06:11:57ZengWileyAdvances in Civil Engineering1687-80861687-80942021-01-01202110.1155/2021/55697975569797Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model TestS. Mohammad. Shoari Shoar0Ali A. Heshmati1Hossein Salehzadeh2Faculty of Civil Engineering, Iran University of Science and Technology, Tehran 1684613114, IranFaculty of Civil Engineering, Iran University of Science and Technology, Tehran 1684613114, IranFaculty of Civil Engineering, Iran University of Science and Technology, Tehran 1684613114, IranTo study prefailure deformations in nailed deep vertical excavations under various surcharges, four centrifuge tests were used to explain the lateral deformation of facing, the fracture mechanism of cement facing, and the settlement profile of the ground surface. The soil used in this research was Firoozkooh sand No. 161. Both surcharge applying and excavation were performed at 40 g acceleration. The depth of the excavation was 30 cm, the length of the nail varied from H/3 to 2H/3 (H: excavation depth), and the nails were installed horizontally. The nails were made of brass pipes and then sand coated. The results showed that the effect of surcharge on the lateral deformation of the facing as well as the fracture mechanism of facing is obvious. Also, it was seen that the ground settlement profile is two-line or three-line at the moment of facing fracture and is affected by surcharge.http://dx.doi.org/10.1155/2021/5569797 |
| spellingShingle | S. Mohammad. Shoari Shoar Ali A. Heshmati Hossein Salehzadeh Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test Advances in Civil Engineering |
| title | Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test |
| title_full | Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test |
| title_fullStr | Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test |
| title_full_unstemmed | Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test |
| title_short | Prefailure Deformation of Nailed Deep Excavations under Surcharge by Centrifuge Model Test |
| title_sort | prefailure deformation of nailed deep excavations under surcharge by centrifuge model test |
| url | http://dx.doi.org/10.1155/2021/5569797 |
| work_keys_str_mv | AT smohammadshoarishoar prefailuredeformationofnaileddeepexcavationsundersurchargebycentrifugemodeltest AT aliaheshmati prefailuredeformationofnaileddeepexcavationsundersurchargebycentrifugemodeltest AT hosseinsalehzadeh prefailuredeformationofnaileddeepexcavationsundersurchargebycentrifugemodeltest |