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非饱和土的有效应力探讨

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由于非饱和土强度季节性变化,缺失统一的非饱和土有效应力公式而无法准确预警预防,导致非饱和土堆土、边坡出现滑坡、塌陷等诸多问题,基于Terzaghi的有效应力理论和土力学三相介质原理,推导得到非饱和土土颗粒之间的相互作用力,建立了非饱和土的有效应力公式。在此基础上,分别考虑应变功与能量守恒原理、非饱和土气水运移和受力平衡等不同情形,进一步论证了该非饱和土有效应力公式的科学性,同时利用不同的非饱和土剪切强度试验数据对这一有效应力公式进行计算验证,证明了其正确性和有效性。研究结果表明,所建立的非饱和土有效应力公式可适用于饱和土和非饱和土,并便于相关工程的设计和灾变防治应用。
Discussion on the effective stress of unsaturated soils
Due to the seasonal variation of unsaturated soil strength,the lack of unified effective stress formula of unsaturated soils in engineering makes it impossible to accurately warn and prevent,resulting in slope land-slide,collapse and many other problems for unsaturated soils.Based on the theory of Terzaghi's effective stress and principle of three-phase medium in soil mechanics,the interaction force between soil particles in un-saturated soil is derived and the effective stress formula of unsaturated soil is established.On this basis,con-sidering different situations of principle of conservation of strain work and energy,gas-water transport and stress balance of unsaturated soils,the scientificness of the effective stress formula of the unsaturated soil is further demonstrated.Meanwhile,the effective stress formula is calculated and verified by different experi-mental data of unsaturated soil shear strength,which proves its correctness and effectiveness.The research re-sults show that the effective stress formula of unsaturated soils can be applied to saturated and unsaturated soils and is convenient for the design of related engineering and the application of disaster control.

unsaturated soileffective stressdeformation workgas-water transportshear strength

缪林昌

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东南大学交通学院,南京 210096

非饱和土 有效应力 变形功 气水运移 剪切强度

国家自然科学基金资助项目

52173248

2024

东南大学学报(自然科学版)
东南大学

东南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.989
ISSN:1001-0505
年,卷(期):2024.54(5)