|Table of Contents|

Optimization of bulge fracture plane searching in foundation pit(PDF)

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

Issue:
2005年第03期
Page:
44-48
Research Field:
Publishing date:

Info

Title:
Optimization of bulge fracture plane searching in foundation pit
Author(s):
HU Zhi-ping 1YAO Hai-ming2LUO Li-juan1
1. School of Civil Engineering, Chang’ an University, Xi’ an 710061,China; 2. Shanghai Second Municipal Engineering Corporation, Shanghai 200092,China
Keywords:
supporting structure bulge fracture optimizationinsertion ratio of supporting structure safe index
PACS:
TU431
DOI:
-
Abstract:
Stress status of supporting structure and the retained soil was analyzed with FEM in foundation pit, and the value of limiting status function of retained soil was calculated. With“artificial participation” optimization, the shape and position of potential bulge fracture plane in foundation pit were calculated with the dijkstra algorithm and the relative safety coeffi- cient was proposed. Large scale numeric calculation and in situ measurements show that the end point of potential fracture plane is insensitive to the insertion ratio of supporting pile, that the start point of potential fracture plane is near the support- ing pile when the insertion of pile is increasing. The in situ measurements show the availability and utilization of method of the potential bulge fracture plane searching based on the optimization algorithm in composite optimization.

References:

[1] 罗嗣海 , 潭昌明 , 李忘. 水土合算 法土压力 计算时的 强度指标 [J] . 岩土工程学报 , 1998 , 20(1):59 ~ 64.
[2] 刘建航 , 侯学渊. 基坑工程手册[M] . 北京 :中 国建筑工业出版 社 , 1997.
[3] Es pinoza R D. Uni fied f ormulat ion f or analysi s of slopes w ith general slip su rface[J] . Geotech ni cal Engineering , 1994 , 120 (7):1185 ~ 1204.
[4] Zhang X I , C hen W F. Limi ty analy sis of slopes wi th general nonlinear f ailure crit erion[J] . Int ernat ional Journal of Numeric Analysis Methods in Geomechani cs , 1987 , 11(1):33 ~ 50.
[5] Feng Z L. Optimal est imati on of in-si tu g roun d st res ses f rom disp lacement s[J] . Int ernational Journal of Numeri c Analy sis Methods in Geomechani cs , 1987 , 11(2):251 ~ 258.
[6] Xi e Y M , S t even G P. A simple evoluti onary procedu re f or s tru ctural opt imizat ion[J] . Comput ers and St ructu res , 1993 , 49(5):885 ~ 896.

Memo

Memo:
-
Last Update: 1900-01-01