1.
					
							According to the working characters of retaining piles for deep excavation, the arching effect in adjoining soil is analyzed.
						
						
						根据深基坑桩排式支护中护壁桩的受力变形特点,分析了被支护土体中的成拱作用。
					2.
					
							Application of Cantilever Piles in Row and Jet-grouted Piles in the Retaining and Protecting for Deep Foundation Pit Excavation
						
						
						悬臂式排桩与旋喷桩在深基坑支护中的应用
					3.
					
							Erosion and siltation study for low sheet-pile groins under tidal bore
						 
					
					
						
						 
					
					
						涌潮条件下排桩式低丁坝水力学冲淤试验研究
					4.
					
							Study on Double-row Sunken Anti-slide Piles and Their Mechanism
						 
					
					
						
						 
					
					
						双排埋入式抗滑桩工作机理分析与研究
					5.
					
							Application of multi-row embedded anti-slide piles to landslide of Wulong county government
						
						
						多排埋入式抗滑桩在武隆县政府滑坡中的应用
					6.
					
							On deep foundation pit support based on multi-arch row piles and monolayer anchor
						 
					
					
						
						 
					
					
						连拱式排桩加单层锚索进行深基坑支护的探讨
					7.
					
							Study on Structural Types and Load-Bearing Mechanism of Wall Support System with Double Composite Piles
						
						
						双排复合桩墙支护结构型式及其受力机理研究
					8.
					
							In-Situ Test and Numerical Analysis of Bore Pressuure on Sheet-Pile Groin in Qiantang River
						
						
						钱塘江排桩式丁坝上涌潮压力现场测试及数值分析
					9.
					
							Numerical Simulation and Dynamic Characteristics Research of Sheet-Pile Groin under the Impact of Bore
						
						
						涌潮冲击排桩式丁坝的数值模拟和动力性状研究
					10.
					
							(3)The distribution of the bore pressure along vertical space which is a new type loading mode for the design of pile-groin.
						
						
						(3)涌潮压力在垂线方向上的分布。 为排桩式丁坝的设计提出了新型的受力模式。
					11.
					
							Experimental on squeezed pan piles in single and double rows under loading for protecting foundation excavation
						
						
						单排与双排挤扩支盘桩支护特性试验
					12.
					
							Following the in-situ test of bore pressure on the sheet-pile groin, this paper makes a systematic study on the bore pressure and dynamic response of the sheet-pile groin.
						
						
						本文结合现场试验,对排桩式丁坝上的涌潮压力和动力响应进行了比较系统的研究。
					13.
					
							The mechanism and response characteristics of the sheet-pile groin under the impact of bore in Qiantang River has not been solved since the application of the sheet pile.
						
						
						钱塘江排桩式丁坝在涌潮作用下的受力性状和响应特性一直是工程界比较关注的问题。
					14.
					
							Three-dimensional Numerical Simulation and Mechanical Behaviors Research with Double-row Pile Based on the Effect of Pile-soil Contact;
						
						
						桩土效应下双排桩三维数值模拟及性状研究
					15.
					
							Research on the Utmost Limit Piles Distance about Row Piles Retaining and Protecting for Deep Fundation Excavation in Chengdu Area
						
						
						成都地区基坑排桩支护极限桩间距研究
					16.
					
							Deformation Analysis of Double-row Piles by Finite Element Method
						 
					
					
						
						 
					
					
						双排桩结构特性及桩体位移有限元计算分析
					17.
					
							Structure Analysis of Single-Pile Platform with Group Piles Foundation;
						 
					
					
						
						 
					
					
						群桩基础独立桩式平台结构分析研究
					18.
					
							Calculation for Spud-lifting Force of Cutter Suction Dredger
						 
					
					
						
						 
					
					
						绞吸式挖泥船定位桩拔桩力计算方法