2022 H. Bolton seed memorial lecture: evaluating liquefaction effects
The potential effects of soil liquefaction at level ground sites should be evaluated through
examining soil element responses of the individual soil layers and system responses of the …
examining soil element responses of the individual soil layers and system responses of the …
Polymer shape effect on damage evolution, internal defects and crack propagation of 3D-printed polymer-based cementitious backfill
H Zhang, S Cao, E Yilmaz - Construction and Building Materials, 2023 - Elsevier
The strength property and damage mode of cementitious tailings backfill (CTB) are
governed by its structural characteristics in the presence of the microstructure/internal defect …
governed by its structural characteristics in the presence of the microstructure/internal defect …
Machine learning predictive analysis of liquefaction resistance for sandy soils enhanced by chemical injection
Y Cong, T Motohashi, K Nakao, S Inazumi - Machine Learning and …, 2024 - mdpi.com
The objective of this study was to investigate the liquefaction resistance of chemically
improved sandy soils in a straightforward and accurate manner. Using only the existing …
improved sandy soils in a straightforward and accurate manner. Using only the existing …
Evaluating the applicability of conventional CPT-based liquefaction assessment procedures to reclaimed gravelly soils
Gravelly soils are not well represented in current semi-empirical liquefaction procedures,
which raises the question of whether state-of-the-practice liquefaction evaluation methods …
which raises the question of whether state-of-the-practice liquefaction evaluation methods …
Monotonic and cyclic simple shear response of well-graded sandy gravel soils from Wellington, New Zealand
J Kim, A Athanasopoulos-Zekkos… - Journal of Geotechnical …, 2023 - ascelibrary.org
In the 2016 Kaikoura earthquake, liquefaction of gravelly soils from reclaimed fills occurred
in CentrePort, Wellington, New Zealand. This study presents constant volume monotonic …
in CentrePort, Wellington, New Zealand. This study presents constant volume monotonic …
[PDF][PDF] Post-liquefaction free-field ground settlement case histories
Liquefaction-induced ground settlement is a complex process resulting from the combined
effects of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …
effects of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …
A Comparative Study of the DPT and CPT in Evaluating Liquefaction Potential for Gravelly Soil at the Port of Wellington, New Zealand
Characterizing gravelly soil using in situ penetration testing procedures is a significant
challenge for geotechnical engineers. The interaction between the penetrometer and large …
challenge for geotechnical engineers. The interaction between the penetrometer and large …
Performance-based probabilistic liquefaction-induced ground settlement procedure
Performance-based procedures represent an improvement over current state-of-practice
procedures that treat the assessment of seismic demand and engineering response …
procedures that treat the assessment of seismic demand and engineering response …
Liquefaction phenomena following the February 6th, 2023, Turkiye earthquakes: observation and lessons
L Chen, J Lei, Y Wang - Natural Hazards, 2024 - Springer
Post-earthquake scientific investigation is considered as one of the pillars supporting
earthquake engineering. On the 6th of February, 2023, two deadly strong earthquakes …
earthquake engineering. On the 6th of February, 2023, two deadly strong earthquakes …
[PDF][PDF] CPT case histories of post-liquefaction free-field ground settlement
Liquefaction-induced ground settlement is a complex process resulting from the combined
effect of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …
effect of particle sedimentation and soil reconsolidation due to post-shaking dissipation of …