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Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters

机译：采用控制扩大和粉质土壤基础互动参数设计钻注射桩的设计计算

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Mikhail Samokhvalov; Juriy Zazulya; Roman Melnikov; Victor Mironov;
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年度 2016
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1. Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters [J] . Mikhail Samokhvalov, Juriy Zazulya, Roman Melnikov*, MATEC Web of Conferences . 2016,第2016期

机译：控制性拓宽与粉质粘土地基基本相互作用参数的注浆桩设计计算
2. ANALYSIS OF THE INTERACTION OF DRILL-INJECTION PILES WITH SOIL FOUNDATION [J] . Pronozin Ya. A., Samokhvalov M. A. Soil mechanics and foundation engineering . 2018,第2期

机译：钻孔灌注桩与地基相互作用的分析
3. Numerical Analysis of Piled Raft Foundations Designed for Settlement Control on Steel Grain Silos in Collapsible Soils [J] . Bernardes Heitor Cardoso, de Souza Filho Humberto Laranjeira, Dias Arthur Duarte, International Journal of Civil Engineering,Transaction A:Civil Engineering . 2021,第5期

机译：可折叠土壤钢谷筒仓沉降控制桩筏基础数值分析
4. Application of Soil-Foundation-Pile Interaction Design Method for Strengthening Foundations of St. John's Church in Tartu, Estonia Using Sustainable Manual Calculation [C] . Kari Christer Avellan International conference on soil mechanics and geotechnical engineering . 2014

机译：土壤 - 基础桩交互设计方法在爱沙尼亚达鲁达约翰教堂的基础上使用可持续手动计算
5. Dynamic behaviour of pile foundations with soil-pile interaction [D] . Han, Yingcai 1995

机译：桩-土相互作用的桩基动力特性
6. Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration [O] . Huang Zhan-fang, Xiao-hong Bai, Chao Yin, 2021

机译：正弦波振动下液化土复合桩基系统垂直承载力的数值分析
7. DETERMINATION OF SUBSIDENCE OF DRILL-INJECTION PILES WITH CONTROLLED BROADENING [O] . M Samokhvalov, L Geidt, A Paronko, 2019

机译：控制扩大钻注射桩沉降的测定
8. Load and Resistance Factor Design of Bridge Foundations Accounting for Pile Group–Soil Interaction. [R] . Han, F., Lim, J., Salgado, R., 2015

机译：基于群桩 - 土相互作用的桥梁基础荷载与阻力系数设计。

Design Calculation of Drill-Injection Piles with Controlled Broadening and Silty-Clayed Soil Foundation Basic Interaction Parameters

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