山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2015年
26期
79-80
,共2页
茹克亚·阿不地热依木%阿不都塞买提·卡力
茹剋亞·阿不地熱依木%阿不都塞買提·卡力
여극아·아불지열의목%아불도새매제·잡력
黏性土%烘干状态%单轴压缩试验
黏性土%烘榦狀態%單軸壓縮試驗
점성토%홍간상태%단축압축시험
clay soil%drying condition%uniaxial compression test
为了研究黏性土体材料的塑性变形性质，使黏性土制成圆柱体形状烘干后，通过单轴压缩试验进行试验研究，得出了黏性土烘干状态下的应力应变曲线、受力特点、破坏特点，对房屋结构受力性能和抗震计算研究有一定的参考价值。
為瞭研究黏性土體材料的塑性變形性質，使黏性土製成圓柱體形狀烘榦後，通過單軸壓縮試驗進行試驗研究，得齣瞭黏性土烘榦狀態下的應力應變麯線、受力特點、破壞特點，對房屋結構受力性能和抗震計算研究有一定的參攷價值。
위료연구점성토체재료적소성변형성질，사점성토제성원주체형상홍간후，통과단축압축시험진행시험연구，득출료점성토홍간상태하적응력응변곡선、수력특점、파배특점，대방옥결구수력성능화항진계산연구유일정적삼고개치。
To investigate viscous soil materials plastic deformation properties,the clay is made into a cylinder shape drying by uniaxial compres-sion tests were studied and obtained in cohesive soil dry state should stress strain curve,force characteristics and damage characteristics. It has certain guiding value for calculating and studying stress performance and seismic resistance of housing structure.
