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4D Physics‐Based Pore Pressure Monitoring Using Passive Image Interferometry [PDF]
This study introduces a technique for four‐dimensional pore pressure monitoring using passive image interferometry. Surface‐wave velocity changes as a function of frequency are directly linked to depth variations of pore pressure changes through ...
Eldert Fokker +3 more
doaj +3 more sources
The piezoresistive silicon pressure transducers based on the piezoresistive effect have demonstrated their potential in the accurate monitoring of pressure.
Yonghong Wang +3 more
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Previous studies examining the relationship between the groundwater table and seismic velocities have been guided by empirical relationships only. Here, we develop a physics-based model relating fluctuations in groundwater table and pore pressure with ...
Eldert Fokker +3 more
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Pore pressure prediction in front of drill bit based on grey prediction theory
At present, the method of formation pressure is mainly divided into pressure prediction before drilling, pressure monitoring while drilling, and post-drilling pressure detection.
Ya-nan Sheng +5 more
doaj +2 more sources
When constructing hollow prestressed high-strength concrete (PHC) pipe piles in soft soil foundations, the generation and dissipation of pore water pressure can induce negative friction on the pile.
Zhaolin Jia +4 more
doaj +3 more sources
Wave cyclic loading in submarine sediments can lead to pore pressure accumulation, causing geohazards and compromising seabed stability. Accurate prediction of long-term wave-induced pore pressure is essential for disaster prevention.
Xing Du +5 more
doaj +1 more source
Response of Step-Like Landslide to Pore-Water Pressure under the Action of Typhoon and Rainstorm
Step-like landslides have been attracting more and more attentions because of their displacement with step-like characteristics. At present, there are few studies about the mechanism of a step-like landslide from the perspective of its response to pore ...
Zhijie Huang +3 more
doaj +1 more source
With the development of tunnels and other engineering constructions into the deep strata, rock masses are more prone to dynamic damage such as rock bursts under in situ conditions and excavation disturbances.
Yuezheng Zhang
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Seepage and stability analysis of pore air pressure on a high-bench dump under heavy rainfall
Under heavy rainfall, the pore air pressure in the unsaturated zone of a dump hinders rainwater infiltration in loose soil, which further affects the safety and stability of the dump.
Bo CUI +7 more
doaj +1 more source
Determination of water content of a residual soil slope in response to infiltrating rainwater using transient seepage model and its verification [PDF]
Reduction of soil shear strength is significant in evaluating slope failure for rainfall-induced landslide study. Increasing soil water content due to infiltrating rainwater increases pore water pressure and decreases the shear strength of soil. In this
Thitinan Indhanu +3 more
doaj +1 more source

