The Deep Mixing MethodCRC Press, 21 thg 2, 2013 - 436 trang The Deep Mixing Method (DMM), a deep in-situ soil stabilization technique using cement and/or lime as a stabilizing agent, was developed in Japan and in the Nordic countries independently in the 1970s. Numerous research efforts have been made in these areas investigating properties of treated soil, behavior of DMM improved ground under static and d |
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1 Overview of ground improvement 8211 evolution of deep mixing and scope of the book | 1 |
2 Factors affecting strength increase | 29 |
3 Engineering properties of stabilized soils | 73 |
4 Applications | 143 |
5 Execution 8211 equipment procedures and control | 187 |
6 Design of improved ground by the deep mixing method | 263 |
7 QCQA for improved ground 8211 Current practice and future research needs | 369 |
Japanese laboratory mix test procedure | 395 |
Back Cover | 407 |
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active amount analysis applications Association assumed assure bearing capacity binder slurry block bottom calculated cement clay coefficient component condition consolidation construction core curing deep mixing method depending depth determined Development diameter distance effect embankment Engineering Equation et al execution external factor failure field force per unit Foundation geotechnical grid Grouting horizontal improved ground in-situ increase influence injection installation Institute internal Japan Japanese Kitazume kN/m laboratory layer lime load machine measured Mechanics mixing blades mixing shafts modes operation ordinary original soil overlapping Port pressure procedure production properties ratio relationship Research respectively rotation samples sand seismic shear shear strength shown in Figure shows soft specimen speed stabilized soil columns strength of stabilized stress structure superstructure Table technique Terashi type improvement unconfined compressive strength unit length vertical wall water content weight withdrawal