The conclusions of dynamic compaction in hydraulic filling foundation application have important guiding significance.
This paper discussed the transfer mechanism of dynamic vibration and the selection of harmfulness index, research vibration transferring of dynamic compaction for of hydraulic filling foundation by model test, the four ramming strike (1000 KN m, 2343.75 KN m, 4687.5 KN m, 9375 KN, m) under the action of the horizontal and vertical vibration acceleration was monitored.
The proposed method was applied to back calculate the hydraulic conductivities of foundation rocks and seepage-proof barriers of Changheba gravelly clay-cored rockfill dam, where a serious foundation leak took place during its early construction stage.
However, there are few literatures about mechanical site-measure to shotcrete layer in colliery roadway, but a few ones in highway tunnel, railway tunnel, side slope, hydraulic tunnel, dam foundation and underground engineering (Lai et al. 2005; Jia et al. 2006; Li et al. 2007).
Evaluation of mechanical properties of jointed rock mass is very important for geological engineering problems related to underground opening, slope stability, dam foundation and hydraulic fracturing, etc.
In an attempt to decrease the modelling uncertainty associated with the soil-structure interaction of large-diameter monopile foundations, a hydraulic shaker was used to excite a real-sized, in-situ monopile foundation in stiff, sandy soil in a near-shore wind farm.
The paper presents aims to provide analysis of non-waste technology of producing piled foundations of hydraulic engineering structures.
Bentonites and bentonite containing sealing materials are used for many years for sealing purposes in foundation, dike construction, hydraulic engineering and landfill construction, especially for encapsulation of old waste deposits.
The foundation is a hydraulic cylinder which simulates the action of the weight of the drilling pressure and friction forces or other forces (Marken 1992; Mnatsakanov and Litvinov 1991).
In the language of hydraulic engineering, the process eroding the foundation is known as "solutioning".
