1) Jinchuan dam area
金川坝区
1.
Through field observations and structural analysis and in light of the principle of classifying the joints according to their strikes and dips into conjugate joint sets and determining their phases,the joint structure developed in the Jinchuan dam area of the Dadu River was analyzed and studied.
运用野外观察分析和构造解析方法,遵循共轭节理配套分期原则对大渡河金川坝区发育的节理构造进行逐步分析研究,可将该区发育的NE向、NEE向,NEE向、SW向,倾向SW、倾向NE,倾向SEE和倾向NWW的节理构成4套共轭节理,分别属于区域北西向和南北向构造的组成。
2) Jinshan Valley
金山坝区
1.
The Studies of Economic Development Strategy in Jinshan Valley
丽江东郊金山坝区经济发展战略研究
3) Aba area in northern Sichuan
川北阿坝地区
4) Jinchuan Economic-Tech Development Zone
金川开发区
1.
By analyzing the data obtained from the survey of the green status in Jinchuan Economic-Tech Development Zone in Hohhot.
文中将城市绿地研究与景观生态学、风景园林和城市规划原理和方法的基础理论相结合,在资料收集、实地调研的基础上,着重对呼和浩特市金川开发区绿地结构及景观格局进行生态学分析探讨。
5) Heba structure in Northeastern-Sichuan
川东北地区河坝构造
1.
The paper mainly evaluates and analyzes the rock mechanical property,the ground stress field, the fracture pressure and the caving pressure section of whole layers( land facies mainly) at Heba structure in Northeastern-Sichuan by means of a great quantity of rock mechanical data combined with rock acoustic emission method,differential strain method and logging method.
本论文利用实验室测试的大量岩石力学数据、结合岩石声发射法、差应变及剩磁方法、测井法等对川东北地区河坝构造整个地层(以陆相为主)的岩石力学性质、地应力场及三大压力剖面进行了计算、分析,并对其中典型的工程问题井段做了事故原因解释。
6) Jinshajiang river area in Sichuan-Tibet
川藏金沙江地区
1.
川藏金沙江地区是我国最大的铜、铅、锌、银多金属矿集区。
补充资料：井川坝
井川坝
Ikawa Dam
概 述
井川坝位于日本静冈县安倍郡井川村、大井川水系(Oigawa)大井川上。空心重力坝，最大坝高103.6m，水库总库容1.5亿m3。电站最大装机6.2万kW。1954年12月开工，1957年9月完建。
坝址两岸陡峭，基岩主要由硬砂岩、粘板岩、千枚岩、辉绿岩和硅质粘板岩构成。基岩静弹性模数平均值为1500MPa，动弹性模数平均为40000MPa。
坝址控制流域面积459.3km2，水库面积422hm2。有效库容1.25亿3。利用水深45m，最高蓄水位665.4m。
大坝坝顶长243m，坝体积43万m3。设计最大主压应力3.95MPa，最大主拉应力0.121MPa。溢洪道采用坝顶泄洪，设3扇高12.6m、宽11m的弧形闸门。泄量2400m3/s。