1)  Bailongjiang thrusted nappe
					
	
					
				
				
	
					
				白龙江逆冲推覆构造
			
					2)  thrust nappe structure
					
	
					
				
				
	
					
				逆冲推覆构造
				1.
					Geological characteristics and hydrocarbon potential of thrust nappe structure;
					
					
						
						
					
						逆冲推覆构造的主要特征及勘探前景
					2.
					Laser microprobe~(40)Ar/~(39)Ar dating of argillite in the Daqingshang thrust nappe structure in Inner Mongolia;
						
						内蒙古大青山逆冲推覆构造带中泥质板岩激光微区~(40)Ar/~(39)Ar年龄
					3.
					Gubeikou thrust nappe structure and brittle-ductile deformation belt of the Tuchengze Formation;
						
						古北口逆冲推覆构造及土城子组脆韧性变形带特征
					
					3)  thrust-nappe tectonics
					
	
					
				
				
	
					
				逆冲推覆构造
				1.
					The influence on oil and gas,combination types,tectonic origin mechanism,orogenic zone thrust-nappe tectonics and benching thrust-nappe tectonics are summaried in this paper.
						
						本文概述了逆冲推覆构造对油气的影响,组合类型,构造成因机制,造山带逆冲推覆构造和台阶式逆冲推覆构造。
					2.
					There are two kinds of large-scale fault structures in the southwestern Guangxi, one is the onward outspreaded imbricate Pingxiang thrust-nappe tectonics,with strike between 25°~40°, dip to SE, dip angle between 20°~30°, thrust direction towards 310±.
						
						桂西南发育两类大型断裂构造 :( 1 )逆冲推覆构造为前展式、叠瓦状构造 ,走向2 5°~ 4 0°,倾向SE ,倾角 2 0°~ 30°,逆冲方向 31 0°± ,分带明显 ;e =-33 3% ,εγ=66 7% ,s>560 0m ,为印支—燕山早期冲断 -推覆成因。
					
					4)  thrust-nappe structure
					
	
					
				
				
	
					
				逆冲推覆构造
				1.
					Movement distance analysis of Wenquanjie thrust-nappe structure in Ruzhou coalfield;
					
					
						
						
					
						汝州煤田温泉街逆冲推覆构造运动距离分析
					
					6)  nappe structure
					
	
					
				
				
	
					
				逆冲推覆构造
				1.
					The 1∶250 000 regional geological survey divides the nappe structures in the Garzê quadrangle into Gangga nappe structure and Chola Shan gliding-nappe structure.
						
						1∶2 5万甘孜县幅区调将测区推覆构造划分为岗嘎逆冲推覆构造和雀儿山滑覆构造。
					补充资料:白龙江
		| 白龙江 中国嘉陵江支流。跨甘肃、四川两省。发源于川、甘边境的岷山北麓,海拔4078米,经甘肃省武都东南入四川,在广元市昭化汇入嘉陵江。河道全长 576千米,流域面积 3.18万平方千米。河道穿行于山区峡谷,平均比降4.83%,天然落差2783米。年平均流量389立方米/秒,水能蕴藏量432万千瓦。1976年建成碧口电站,装机30万千瓦。  | 
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