|
|
Data Model and Data Structure of Deep Excavation Considering Parameter Fusion |
ZHANG Bin1,HUANG Zhonghui1,2,ZHU Yanfei1,3,WANG Jianhua1 |
(1. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200230, China; 2. Shanghai Municipal Construction Engineering Safety Quality Supervision Center, Shanghai 200032, China; 3. Shanghai Tunnel Engineering Company, Shanghai 200093, China) |
|
|
Abstract Abstract: A data model considering parameter fusion was presented by studying the relation among the geometric, physical and mechanical parameters of different entities during excavation. Based on C++ and the objectoriented program development method, a data structure reflecting the entity class hierarchy was introduced to develop a 3D modeling and risk prewarning software for deep excavation. By using the 3D modeling software, the geometric and mechanical model of deep excavation was unified. The software was applied to the deep excavation of the metro station at Hanzhong Road in Shanghai, and the results show that the presented data model reflects the relation among different entities well and is effective in detecting potential risks during excavation.
|
Received: 29 November 2013
Published: 28 November 2014
|
|
|
|
|
[1] |
ZHAN Yongxiang1,LONG Xiaobo2,YAO Hailin1,ZHANG Jingbo3,CHEN Yu4. The Control of Resilient Modulus of Soft Rock as Filling Material for#br#
Subgrade Based on Dynamic Deformation Control Method[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2017, 51(4): 450-. |
[2] |
MENG Zhen,CHEN Jinjian,WANG Jianhua. The Coupled EulerianLagrangian Analysis of Pile Jacking Process in#br#
Saturated Soft Clay by Using Modified CamClay Model[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2017, 51(3): 263-. |
[3] |
ZENG Fanyun,LI Mingguang,CHEN Jinjian,WANG Jianhua. Development and Application of a System for Dynamic and#br#
Synchronous Analysis of both Monitor Data and#br#
Construction Information in Foundation Pit Groups[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2017, 51(3): 269-. |
[4] |
OUYANG Fang1,ZHANG Jianjing1,DENG Xiaoning2,HAN Jianwei1,BI Junwei1,DU Lin1. Analysis of Load Capacity Behaviors of Steel Fiber Reinforced Concrete Piles Through Model Tests[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2016, 50(03): 364-369. |
[5] |
ZHAO Xiangshan,CHEN Jinjian,HUANG Zhonghui,WANG Jianhua. Determination of Soil Parameters for Numerical Simulation of an Excavation
[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2016, 50(01): 1-7. |
[6] |
DU Jialun1,4,ZUO Zibo2,RONG Jian3,HUANG Xingchun1, 2. Influence of Construction Procedures on Adjacent Energy Supply Pipeline due to Large Foundation Pit Excavation[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2015, 49(07): 998-1004. |
[7] |
ZHANG Kanghan1,CHEN Jinjian1,WANG Jianhua1,DU Yi2. Movement of Tunnel between Two Adjacent Concurrent Excavations[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2013, 47(10): 1537-1541. |
[8] |
DU Ye1,2,CHEN Longzhu1,ZHANG Jingyi1,YANG Yu3,MA Ye3. Analysis of Defects of Pile Shaft for Parallel Seismic Test[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2013, 47(10): 1562-1568. |
[9] |
ZHAN Yongxiang1,YAO Hailin1,DONG Qipeng1,WANG Jiaqiang2,HE Dongping3. Soil Arching Effect Analysis of Anti-slide Piles in Loose Media Landslide[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2013, 47(09): 1372-1376. |
[10] |
LIU Yi-Jie, CHEN Jin-Jian, WANG Jian-Hua, ZHU Yan-Fei. Risk Evaluation Method of Deep Excavation Considering Multi-parameter Correlation[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2012, 46(10): 1594-1603. |
[11] |
JIN Guo-Long, WANG Yong, GU Kai-Yun. Influence of Constructing Hand-Dug Piles Closing to Retaining Wall[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2012, 46(01): 84-88. |
[12] |
LIANG Zhi-Rong, LI Zhong-Cheng, LI Cheng-Wei. An Engineering Accident Analysis and Treatment of Prefabricated Engineering Piles in Shanghai[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2012, 46(01): 69-72. |
[13] |
SUN Bo,ZHANG Lu-lu,WANG Jian-hua. Uncertainties of Piles Load Transfer Parameters[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2008, 42(11): 1866-1870. |
[14] |
DING Yong-chun1,WANG Jian-hua1,XU Zhong-hua2,CHEN Jin-jian1. Deformation Characteristics of Deep Excavations for Metro Stations in Shanghai Soft Soil Deposits[J]. J. Shanghai Jiaotong Univ.(Sci.) , 2008, 42(11): 1871-1875. |
|
|
|
|