Fully probabilistic framework for evaluating excavation-induced damage potential of adjacent buildings
10.1061/(ASCE)GT.1943-5606.0000413
Saved in:
Main Authors: | Juang, C.H., Schuster, M., Ou, C.-Y, Phoon, K.K. |
---|---|
Other Authors: | CIVIL ENGINEERING |
Format: | Article |
Published: |
2014
|
Subjects: | |
Online Access: | http://scholarbank.nus.edu.sg/handle/10635/65643 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | National University of Singapore |
Similar Items
-
MARS inverse analysis of soil and wall properties for braced excavations in clays
by: Zhang, Wengang, et al.
Published: (2019) -
Deterministic and reliability assessment of basal heave stability for braced excavations with jet grout base slab
by: Goh, Anthony Teck Chee
Published: (2017) -
NUMERICAL MODELLING OF SOIL PROFILE AND BEHAVIOR IN DEEP EXCAVATION ANALYSES
by: ABU SYED MOHAMMAD NASIM
Published: (2019) -
NUMERICAL MODELLING OF SOIL PROFILE AND BEHAVIOR IN DEEP EXCAVATION ANALYSES
by: ABU SYED MOHAMMAD NASIM
Published: (2019) -
ANALYSIS AND DESIGN OF EXCAVATION SUPPORT SYSTEM IN SOFT CLAY
by: CHUA LAI HENG
Published: (2019)