重庆建筑
重慶建築
중경건축
CHONGQING ARCHITECTURE
2015年
1期
38-40
,共3页
廖昉%周康斌%郭微
廖昉%週康斌%郭微
료방%주강빈%곽미
稳定系数%地震工况%基底剪力%传递系数法%边坡
穩定繫數%地震工況%基底剪力%傳遞繫數法%邊坡
은정계수%지진공황%기저전력%전체계수법%변파
stability factors%earthquake condition%base shear%transmitting coefficient method%slope
该文采用新版《建筑边坡技术工程规范GB50330-2013》稳定性计算公式对贵州毕节地区某小区人工边坡进行了稳定性计算，分析了新版规范的稳定性计算的原理并比较了其与老版的差别。在稳定性计算中考虑了坡上建筑在大震时产生的基底剪力对边坡稳定性的不利影响，得出了一般工况和地震工况的稳定性系数。
該文採用新版《建築邊坡技術工程規範GB50330-2013》穩定性計算公式對貴州畢節地區某小區人工邊坡進行瞭穩定性計算，分析瞭新版規範的穩定性計算的原理併比較瞭其與老版的差彆。在穩定性計算中攷慮瞭坡上建築在大震時產生的基底剪力對邊坡穩定性的不利影響，得齣瞭一般工況和地震工況的穩定性繫數。
해문채용신판《건축변파기술공정규범GB50330-2013》은정성계산공식대귀주필절지구모소구인공변파진행료은정성계산，분석료신판규범적은정성계산적원리병비교료기여로판적차별。재은정성계산중고필료파상건축재대진시산생적기저전력대변파은정성적불리영향，득출료일반공황화지진공황적은정성계수。
The artificial slope stability of a residence in Bijie is calculated with the stability formula of the new edition Technical Code for Building Slope Engineering GB50330-2013, and the differences are analyzed between the stability principles of the new regulation and those of the old one. The adverse impacts of the base shear produced by slope buildings for big earthquake on slope stability are taken into consideration in stability calculation, and the stability factors of general conditions and seismic conditions.
