| contributor author | Edward J. Ulrich, Jr. | |
| date accessioned | 2017-05-08T20:35:20Z | |
| date available | 2017-05-08T20:35:20Z | |
| date copyright | April 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9410%281989%29115%3A4%28504%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20449 | |
| description abstract | The performance of five internally braced cuts is reviewed. The excavations are made in overconsolidated Gulf Coast soils in Texas and Louisiana. Excavation depths range from 23 to 60 ft (7.0 to 18.3 m); the braces are prestressed for one cut. Bracing loads are reported on four cuts based on measurements made during construction. Apparent earth pressures are computed and compared with published values. Wall and ground movements beyond the excavations are presented and compared with published findings. Conclusions are presented for behavior and design considerations. | |
| publisher | American Society of Civil Engineers | |
| title | Internally Braced Cuts in Overconsolidated Soils | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1989)115:4(504) | |
| tree | Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 004 | |
| contenttype | Fulltext | |
