CN102411361A
|
|
Acquisition and control system of engineering security automation equipment
|
CN102425182A
|
|
Annular negative pressure foundation cofferdam and construction method thereof
|
CN102360404A
|
|
Method for compiling geological display map of chamber
|
CN102322292A
|
|
Contact tunnel also serving as pump station structure between shield tunnels and construction method thereof
|
CN102425141A
|
|
Large cantilever superposing member and construction method thereof
|
CN102304912A
|
|
Sink-type top inflow sand flushing gallery structure
|
CN102296572A
|
|
Earth and rockfill dam body seepage monitoring structure provided with abandoned dreg site behind dam and construction method thereof
|
CN102286959B
|
|
Reinforced-clay seepage prevention structure and construction method thereof
|
CN102286958B
|
|
Method for excavating out face rockfill dam toe slab concrete with quality defects in construction period
|
CN102121249A
|
|
Slope protection structure for reducing water and soil loss of side slope and construction method thereof
|
CN102041810A
|
|
Construction method for pouring dam foundation concrete in zone with centralized water gushing
|
CN102141544A
|
|
Method for testing surrounding rock relaxation depth
|
CN102003187A
|
|
Construction method of under cutting excavation supporting of of deeply buried soft-rock large tunnel
|
CN102012463A
|
|
In situ measurement method for relative dielectric constant of stratum
|
CN102012508A
|
|
Method for advanced prediction of U-shaped geology by ground penetrating radar
|
CN101922985A
|
|
Measurement method for stress change of rocks during TBM tunneling
|
CN101899948A
|
|
Method for cutting slots in concrete buildings
|
CN101915104A
|
|
Rock burst control method for deep tunnel excavation by adopting TBM (Tunnel Boring Machine)
|
CN101906765A
|
|
Wave-proof guardrail structure
|
CN101881025A
|
|
Design method for shallow-buried flexible anti-slide pile for deep covering layer slope retaining
|