Dear all,
We are designing a combi retaining wall for a quay structure. The quay will be constructed by land reclamation (about 6 to 7 m high) over the ground surface in an intertidal zone. The soil below the ground surface is structured silty clay with low plasticity (CL) with varying sand...
Dear All,
In a flood defence scheme, it is proposed to construct a 650 long curtain wall using Deep Soil Mixing (DSM), under a 1.5m high flood wall . The cutoff wall will be 0.4m thick and penetrate through about 5 to 7m of sandy gravel overlying stiff fissured clay, so as to function as a...
I am involved in the design of a ground improvement behind a quay wall using the deep soil mixing DSM), which is also called Deep Mixing Method (DMM) in Japan. The DSM block behind the quay wall would reduce the earth pressure on the wall. The DSM block is to be founded on stiff to very stiff...
I am involved in the design of a ground improvement behind a quay wall using the deep soil mixing DSM), which is also called Deep Mixing Method (DMM) in Japan. The DSM block behind the quay wall would reduce the earth pressure on the wall. The DSM block is to be founded on stiff to very stiff...
I am involved in the design of a ground improvement behind the quay wall in a project using the deep soil mixing. The deep Soil Mixing (DSM) is called Deep Mixing Method (DMM) in Japan. The quay wall for the project is an anchored type wall that consist of an embeddd wall anchored in a rear row...
