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1 . Academic Journal
西南红层泥岩填料膨胀变形宏-微观响应机制 / Macro-and-Micro Response Mechanism of Swelling Deformation of Red Mudstone Fillers in Southwest China
저자
by
邱恩喜
;
陈秋玲
;
孙希望
;
张蕊
;
万旭升
, et al.
소스
长江科学院院报 / Journal of Yangtze River Scientific Research Institute
. 40(11):131-139
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7 . Academic Journal
基于多源数据分析的三峡库区抗滑工程优化与比选 / Optimization and Comparison of Anti-sliding Projects in the Three Gorges Reservoir Area Based on Multi-source Data Analysis
저자
by
渠孟飞
;
王珏
;
朱磊
;
徐奕梓
;
姜涛
, et al.
소스
科学技术与工程 / Science Technology and Engineering
. 22(29):12754-12763
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7 . Academic Journal
基于多源数据分析的三峡库区抗滑 工程优化与比选.
저자
by
渠孟飞
;
王珏
;
朱磊
;
徐奕梓
;
姜涛
.
소스
Science Technology & Engineering
. 2022, Vol. 22 Issue 29, p12754-12763. 10p.
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7 . Academic Journal
膨胀土基坑悬臂桩支护设计中土压力计算方法探讨 / Calculation Method of Earth Pressure of Swelling Soil in Design of Cantilever Retaining Pile of Building Foundation Excavation
저자
by
朱磊
;
谢强
;
赵文
;
渠孟飞
;
ZHU Lei
, et al.
소스
铁道学报 / Journal of the China Railway Society
. 40(1):111-115
Scopus
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7 . Academic Journal
土工格栅加固膨胀土路堤边坡稳定性的试验分析 / Experimental Analysis of Embankment Slope of Expansive Soil Strengthened by Geogrid
저자
by
渠孟飞
;
谢强
;
赵文
;
曹新文
;
QU Meng-fei
, et al.
소스
铁道标准设计
. 60(7):9-13
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7 . Academic Journal
基于支持向量机的膨胀土深基坑变形预测研究? / Prediction of Slope Displacement of Deep Foundation Excavation Based on Support Vector Machine
저자
by
渠孟飞
;
谢强
;
李朝阳
;
贺建军
;
Qu Mengfei
, et al.
소스
施工技术 / Construction Technology
. 45(19):30-37
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7 . Academic Journal
基于数据挖掘技术的滑带土抗剪强度预测 / PREDICTION OF SHEAR STRENGTH OF SLIP ZONES USING DATA MINING TECHNOLOGY
저자
by
渠孟飞
;
谢强
;
李朝阳
;
贺建军
;
QU Mengfei
, et al.
소스
工程地质学报
. 24(6):1103-1109
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7 . Academic Journal
成都某膨胀土基坑边坡失稳机理分析 / Instability Mechanism Analysis of an Expansive Soil Excavation Slope in Chengdu
저자
by
李朝阳
;
谢强
;
康景文
;
渠孟飞
;
郭永春
, et al.
소스
建筑科学 / Building Science
. 31(9):8-12
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7 . Academic Journal
岩溶路基注浆质量综合物探检测方法与评价研究 / COMPREHENSIVE GEOPHYSICAL DETECTION METHOD AND EVALUA-TION OF KARST ROADBED GROUTING
저자
by
胡熠
;
谢强
;
李朝阳
;
渠孟飞
;
HU Yi
, et al.
소스
工程地质学报 / Journal of Engineering Geology
. (2):344-351
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