Optimization of site exploration program based on coupled characterization of stratigraphic and geo-properties uncertainties

被引:30
|
作者
Zhao, Chao [1 ]
Gong, Wenping [1 ]
Juang, Hsein [2 ]
Tang, Huiming [1 ]
Hu, Xinli [1 ]
Wang, Lei [3 ]
机构
[1] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
[2] Natl Cent Univ, Dept Civil Engn, Taoyuan City 32001, Taiwan
[3] Univ Cincinnati, Dept Civil & Architectural Engn & Construct Manage, Cincinnati, OH 45221 USA
基金
中国博士后科学基金; 中国国家自然科学基金; 国家自然科学基金重大项目;
关键词
Site investigation; Conditional random field; Bayesian updating; Stratigraphic uncertainty; Geo-properties uncertainty; RELIABILITY-ANALYSIS; SPATIAL VARIABILITY; SLOPE RELIABILITY; SOIL PROPERTIES; DESIGN; TUNNEL; MODEL; SETTLEMENT; FAILURE;
D O I
10.1016/j.enggeo.2023.107081
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Due to the inherent spatial variability of the geological bodies, limited boreholes (constrained by budget), and data interpretation errors, the subsurface conditions (in terms of the stratigraphic configuration and associated geo-properties) at a site are hard to ascertain, and considerable stratigraphic and geo-properties uncertainties are induced. The stratigraphic and geo-properties uncertainties could complicate the engineering design. One way to reduce the uncertainties is to adopt an optimal site exploration program under constraints. This paper presents a novel framework for optimizing the site exploration program based on a coupled characterization of the strat-igraphic and geo-properties uncertainties. Within the context of the proposed framework, a conditional random field approach, recently advanced by the authors, is employed to characterize the stratigraphic and geo-properties uncertainties simultaneously. Here, the spatial correlation of stratum existence (depicting strati -graphic configuration) and that of geo-properties are estimated with a Bayesian updating scheme. Then, the 'influence zone' at the concerned site, which is often problem-specific, is selected based on a geotechnical performance evaluation. The derived influence zone can be taken as the candidate zone for boreholes. Finally, the optimal locations and depths of boreholes are determined based on the stratigraphic and geo-properties uncertainties characterized within the influence zone. To depict the effectiveness and versatility of the pre-sented framework, two problems (i.e., a shallow foundation problem and a slope stability problem) are analyzed.
引用
收藏
页数:16
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