1) east slope of No.1 open-pit
Ⅰ号坑东翼边坡
3) foundation pit slope
基坑边坡
1.
The key points of design and construction of the soil nailing wall support technique and its application results in the foundation pit slope project of the comprehensive building of Chinese Centre of Mitigating Natural Calamity are described.
介绍土钉墙支护技术的设计、施工要点及其在减灾中心综合楼基坑边坡工程中的应用效果。
2.
The mechanical and mathematical model of Composite Soil Nailing(CSN) of foundation pit slope is established.
首先对一般粘性土基坑边坡的复合土钉支护建立了力学和数学模型,然后设计正交试验,分析影响其内部稳定性因素的灵敏性,提出最佳参数模型,用以指导复合土钉支护的设计和施工。
3.
By the successful application of the anchor rod retaining technique in the foundation pit slope project at Fulin Mansion, Zhuzhou city, this paper introduces the essential points of the design and construction of this technique.
本文通过锚杆支护技术在株洲市福临大厦基坑边坡工程的成功应用，介绍了锚杆支护技术的设计及施工要点，希望能给同行们提供一点参考。
5) Tazhong-Ⅰ faulted slope break zone
塔中Ⅰ号坡折带
1.
Geochemical characteristics and implication of high thermal maturity oils in Tazhong-Ⅰ faulted slope break zone;
塔中Ⅰ号坡折带高熟油气地球化学特征及其意义
6) Pobei No.1 intrusive body
坡北Ⅰ号岩体
补充资料：东坑
1.犹东岗。《汉书·扬雄传上》:"陈众车于东坑兮，肆玉轪而下驰;漂龙渊而还九垠兮，窥地底而上回。"颜师古注:"坑，大阜也，读与冈同。"一说指东海。见《文选》李善注引如淳说。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条