The anchors, in effect, tie the floor slab to a cone of rock, the volume oj which depend,s upon the anchor depth, their spacing and the angle of rupture of the soil. Field tests which were conducted at Beas Dam site to determine the type of anchors to be provided, and other ...
1.Anti-floating Design of Needle Beam Type Formwork Lining Trolley with Full Circle Section全圆断面针梁式模板衬砌台车抗浮设计 2.The Application of Soil Anchors for Anti-float Design of Water Tanks Structure土层锚杆在构筑物抗浮设计中的工程实践 3.DESIGN AND APPLICATION OF ANTI-FLOATING ANCHORED STRU...
ground anchorsdesign of anchoringbond shear stressstatistical methodsLatine Hypercube SamplingLognormal distributionThe design of the bond length of an postgrouted presstressed anchor is based on presumption of bond shear stress on contact of the bond skin and surrounding soil. Statistical analysis of ...
Design estimation of the ultimate load-holding capacity of ground anchors : Littlejohn, G S Ground Engng, V13, N8, Nov 1980, P25–39 design estimation of the ultimate load-holding capacity of ground anchors: littlejohn, g s ground engng, v13, n8, nov 1980, p25–39 None - 《...
The recommendations given in this book on the use of ground anchors, prestressed or non-prestressed, temporary or permanent in soil and in rock masses, sum up French experience in this field dating back to the 1960's. This book is the translation of the third updating of French standards fo...
Based on the slope deformations and failure patterns observed from the numerical analyses, rock anchors were designed to achieve the target factors of safety against failure while keeping the deformations within the permissible limits. Detailed design of rock anchors and comparison of the stability of ...
Soil anchors are commonly used as foundation systems for structures requiring uplift resistance such as transmission towers, or for structures requiring la... R Merifield,Colin C. Smith 被引量: 37发表: 2010年 Estimating the Uplift Bearing Capacity of Belled Piers Adjacent to Sloping Ground by Nu...
transversally loaded piles, whereas a resistance factor approach (RFA) is used for axial loaded piles and anchors. For axially loaded piles only one partial coefficient (gamma R = 1.3) is used, irrespective of pile type and installation. However, the characteristic value and hence the design ...
Seaside Park-water design of mud -22.0M 翻译结果4复制译文编辑译文朗读译文返回顶部 waters edge parking terminal design soil - 22.0 m 翻译结果5复制译文编辑译文朗读译文返回顶部 The wharf front anchors waters design putty surface - 22.0m 相关内容 ...
Appendix E: Installation and testing of drag-in plate anchors Appendix F: Consolidation effects Appendix G: Cyclic loading effects Appendix H: Analysis tool DIGIN Appendix I Prediction of target penetration depth Appendix J: General requirements to soil investigations Recommended Practice No. ...