An in-situ reconstruction and extension structure of an embankment and a construction method thereof are provided. The structure includes a stepped slope excavated on an existing side slope. A gradient of the stepped slope is the same as that of an extension side slope, the stepped slope is individually intersected with top and bottom planes of existing side slope; a toe of existing side slope is taken as a toe of the extension side slope, and gradient of the extension side slope is determined according to positions of the toe and an expanded width. An outer side of stepped slope is filled with a geogrid reinforcement layer in a layered manner, a slope protection structure is arranged on an outer side of the geogrid reinforcement layer to form extension equivalent side slope; a drainage system is arranged at a bottom of the extension side slope.

A method for fabricating a retaining wall configured to extend into a ground comprising the steps of providing at least a first longitudinal support having a receiving part and extending along a first longitudinal direction; placing the first longitudinal support transversely to the ground; providing at least a first module comprising a longitudinal element and a first wing; positioning the first module parallel to the first longitudinal support; connecting the first module to the first longitudinal support, so that the first wing of the first module is slidably engaged with the receiving part of the first longitudinal support; then moving said first module in translation along the first longitudinal direction, and sinking said first module into the ground and then the first longitudinal support into the ground.

An indoor intelligent pile-supported embankment grouting simulation device includes a control system in signal connection with a slurry preparation system and a grouting system, and realizing efficient connection and intelligent management of each equipment in the slurry preparation and grouting systems. A cement silo of the slurry preparation system is loaded with a powdered cementitious material, which is stirred with water and pumped into the grouting system. A pile body, a soft soil foundation, embankment filled soil, and a monitoring element of the grouting system are located in the model tank. Multiple pile bodies are uniformly arranged in the model tank, the embankment filled soil is arranged on the top of the pile body, a soft soil foundation is filled between adjacent pile bodies, the bottom of the grouting pipeline is arranged in the soft soil foundation, and the monitoring element is arranged in the embankment filled soil.