瀑布沟堆石坝砾石土心墙施工期孔隙水压力特征与分析

 土石坝施工期孔隙水压力长消过程十分复杂，以瀑布沟心墙监测资料为基础，分析施工期砾石土心墙的孔隙水压力特征及其形成机制，并与小浪底坝和鲁布革坝监测资料进行对比分析。研究结果表明：瀑布沟心墙施工期孔隙水压力长消主要有4种模式，即滞后响应型、即时响应型I、即时响应型II、不响应型；即时响应型II是最主要的长消模式；渗压计响应滞后的实质是渗压计周围土料从非饱和状态过渡到饱和状态的过程；渗透系数是影响渗压计是否滞后的决定性因素；即时响应型I长消模式是心墙局部含水量偏高的结果，施工过程中应尽量使心墙含水量均匀，避免产生即时响应型I长消模式；填筑速率对滞后响应型和即时响应型II孔隙水压力的长消影响显著，而对即时响应型I孔隙水压力长消影响不显著。因此，设计和研究砾石土心墙坝应高度重视砾石土的不均质性。

CHARACTERISTICS AND ANALYSIS OF PORE WATER PRESSURES IN GRAVELLY SOIL COREWALL OF PUBUGOU ROCKFILL DAM DURING CONSTRUCTION PERIOD

The growth and dissipation process of pore water pressure in rockfill dams during construction period is very complex.Based on the monitoring data of Pubugou corewall,the characteristics and forming mechanism of pore water pressure during the construction period are analyzed.In addition,the comparative analyses between Pubugou dam,Xiaolangdi dam and Lubuge dam are made.The results show that:(1) The growth and dissipation modes of pore water pressure in Pubugou corewall during the construction period contain...