| contributor author | Vu Truong | |
| contributor author | Vu | |
| date accessioned | 2017-05-08T22:06:06Z | |
| date available | 2017-05-08T22:06:06Z | |
| date copyright | June 2015 | |
| date issued | 2015 | |
| identifier other | 26321041.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71363 | |
| description abstract | An approach to finding the optimal layout of prefabricated vertical drains (PVDs) in soft soil treatment, which has the minimum amount of PVDs and meets the requirements for the degree of consolidation, is proposed. Because explicit functions for settlement and consolidation in a multilayer ground for PVDs are not available, the current study uses the differential evolution method. The results show a stable relation between the optimal value with elapsed time, degree of consolidation, and embankment height. | |
| publisher | American Society of Civil Engineers | |
| title | Optimal Layout of Prefabricated Vertical Drains | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000434 | |
| tree | International Journal of Geomechanics:;2015:;Volume ( 015 ):;issue: 003 | |
| contenttype | Fulltext | |
