CAJ | 학술논문

　　自然状态下土体的固结过程为不等向固结过程，通过对比常规加载三轴试验与经历不等向固结过程三轴试验的强度参数及变形曲线，得出经历了不等向固结过程的土体强度要比常规加载三轴试验强度高，而不等向固结的土体随应力增长其应变更为平缓均匀，因此在基坑工程进行开挖及支护设计时，使用常规加载三轴试验参数是偏于安全的。
　　자연상태하토체적고결과정위불등향고결과정，통과대비상규가재삼축시험여경력불등향고결과정삼축시험적강도삼수급변형곡선，득출경력료불등향고결과정적토체강도요비상규가재삼축시험강도고，이불등향고결적토체수응력증장기응변경위평완균균，인차재기갱공정진행개알급지호설계시，사용상규가재삼축시험삼수시편우안전적。
The?natural?state?of?the?soil?under?the?consolidation?process?is?the?anisotropic?consolidation?process,?according?to?compare?the?conventional?load?triaxial?test?and?experienced?the?anisotropic?consolidation?process?triaxial?test?shear?strength?parameters?and?stress-strain?curve,?obtained?the?anisotropic?consolidation?process?of?soils?strength?higher?than?the?conventional?load?triaxial?test?strength,?and?the?anisotropic?consolidation?of?the?soil?deformation?to?be?more?smooth?and?uniform?when?the?stress?increment.?So?use?the?conventional?load?triaxial?test?shear?strength?parameters?are?safer?in?the?foundation?pit?excavation?and?support?design.