Abstract: This study investigated the pore pressure responses of overconsolidated (OC) soils during a piezocone penetration test (PCPT). The influences of overconsolidation ratio (OCR) and hydraulic conductivity were accounted in ...

Abstract: The principle of detecting seepage anomalies in water-retaining earthen structures through temperature monitoring has yet to gain extensive acceptance in modern field applications. As such, this study demonstrated the ...