Probabilistic methods for unified treatment of geotechnical and geological uncertainties in a geotechnical analysis

CH Juang, J Zhang, M Shen, J Hu - Engineering geology, 2019 - Elsevier
There are typically three types of models involved in a geotechnical analysis, ie, the
geologic model, the ground model, and the geotechnical model, each of which may be …

Study on energy consumption, thermal comfort and economy of passive buildings based on multi-objective optimization algorithm for existing passive buildings

Y Wang, L Hu, L Hou, W Cai, L Wang, Y He - Journal of Cleaner Production, 2023 - Elsevier
The rapid development of urbanization in China inevitably leads to a sharp increase in
building energy consumption, and Passive House (PH) have received much attention in …

Time capsule for geotechnical risk and reliability

M Chwała, KK Phoon, M Uzielli, J Zhang… - … and management of …, 2023 - Taylor & Francis
This paper is motivated by the Time Capsule Project (TCP) of the International Society for
Soil Mechanics and Geotechnical Engineering (ISSMGE). The historical developments of …

[图书][B] Reliability of geotechnical structures in ISO2394

KK Phoon, JV Retief - 2016 - books.google.com
The latest 4th edition of the international standard on the principles of reliability for load
bearing structures (ISO2394: 2015) includes a new Annex D dedicated to the reliability of …

Robustness analysis of shield tunnels in non-uniformly settled strata based on fuzzy set theory

Z Li, Z Zhong, X Cao, B Hou, L Li - Computers and Geotechnics, 2023 - Elsevier
This study presents a robustness analysis of shield tunnels in non-uniformly settled strata
based on the fuzzy point estimate method (FPEM) and geotechnical structural robustness …

Optimization design of stabilizing piles in slopes considering spatial variability

W Gong, H Tang, CH Juang, L Wang - Acta Geotechnica, 2020 - Springer
Although advances in piling equipment and technologies have extended the global use of
stabilizing piles (to stabilize slope or landslide), the design of stabilizing piles remains a …

Uncertainty evaluation of the run-out distance of flow-like landslides considering the anisotropic scale of fluctuation in the random field of internal friction angle

W Zhang, W Zhang, Y Chen, J Ji, Y Gao - Acta Geotechnica, 2023 - Springer
Naturally, sedimented strata bring about complicated distributions for geomaterial properties
with different random field parameters in different directions, eg, the anisotropic scale of …

Reliability-based design of rock slopes—a new perspective on design robustness

L Wang, JH Hwang, CH Juang, S Atamturktur - Engineering Geology, 2013 - Elsevier
Traditional reliability-based rock slope designs, in which the lowest-cost design is selected
from all designs meeting target reliability requirements, are often sensitive to variations in …

[PDF][PDF] Machine learning-based prediction of soil compression modulus with application of 1D settlement

DM Zhang, JZ Zhang, HW Huang, CC Qi… - Journal of Zhejiang …, 2020 - researchgate.net
The compression modulus (Es) is one of the most significant soil parameters that affects the
compressive deformation of geotechnical systems, such as foundations. However, it is …

[HTML][HTML] System reliability-based robust design of deep foundation pit considering multiple failure modes

L Hong, X Wang, W Zhang, Y Li, R Zhang, C Chen - Geoscience Frontiers, 2024 - Elsevier
Recently, reliability-based design is a universal method to quantify negative influence of
uncertainty in geotechnical engineering. However, for deep foundation pit, evaluating the …