|
|
Stiffness Effect Analysis on Support System of Beam and Slab Structure with Large Opening in Top-down Excavation Foundation Pit |
WANG Xin,ZHANG Qinghe,LAI Yunjin |
(Department of Geotechnical Engineering; Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai 200092, China) |
|
|
Abstract The FEM method and theory of structure mechanics were adopted to analyze the relationship between the shape or the size of the opening and the support system stiffness of the beam and slab structure. The response of the lateral displacement and inner force of diaphragm wall with the variation of support stiffness in different depth were studied. The results show that the relation curves of the structure stiffness and opening size are different between the circular-shaped opening and square-shaped opening; however, the relation curves of the structure stiffness and opening area are similar between different opening shapes, and the opening area ratio can be used to determine the minimum structure stiffness and the maximum opening size of the beam and slab structure in engineering design. The lateral displacement of enclosure structure increases with the decrease of the support system stiffness, but no adverse impacts are noted to the inner force of the enclose structure. The inner force of the enclosure structure can be optimized by adjusting the opening size and shape of the beam and slab structure.
|
Received: 15 December 2012
Published: 28 September 2013
|
|
|
|
|
[1] |
WANG Yingyi1,LIU Xuewen2,HUANG Xingchun1. Vibration Response Analysis of the Short Floating Slab Track System ——Board Structure Parameters[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2013, 47(10): 1552-1556. |
[2] |
LI Ke1,2,WANG Yingyi3,HUANG Xingchun3. An Evaluation Method and Application of Mechanical Parameters of Fractured Rock Mass[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2013, 47(10): 1569-1573. |
[3] |
LAI Huahui1a,ZHU Jiwen2,WANG Yingyi1b,HUANG Xingchun1a,1b. Analysis of Displacement of Soft Soil and Its Application Considering the Rheological Property[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2013, 47(09): 1419-1423. |
[4] |
WANG Jian-Wei, JIN Xian-Long, CAO Lu-Fen, ZHANG Wei-Wei. Parallel Computation for the Dynamic Response of Connectional Passage in Twin-Tunnel due to Train Load[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2012, 46(04): 591-595. |
[5] |
KE Chang-Ren-1, 2 , JIANG Jun-Ling-2, GE Xiu-Run-1, 3 . Numerical Simulation of Heterogeneous Rock Dynamic Fracture Based on Virtual Internal Bond Model[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2012, 46(01): 142-145. |
[6] |
WANG Jian-Wei, JIN Xian-Long, WANG Xin, ZHANG Wei-Wei. Seismic Response Analysis of Connectional Passage in Twin-Tunnel Based on Parallel Computing[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2011, 45(10): 1557-1561. |
[7] |
SHI Chun-xiang1,YANG Qun2,GUO Zhong-yin2 . Design Method on Cement Concrete Pavement in Highway Tunnel[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2008, 42(11): 1884-1887. |
[8] |
. Construction Mechanics of Tunnel with Super-Large Cross-Section and Its Dynamic Stability[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2015, 49(07): 1023-1029. |
|
|
|
|