CN112229562A
|
|
Water pressure monitoring device and method
|
CN112160783A
|
|
Underground broken rock mass tunnel engineering struts quick strutting arrangement
|
CN112061554A
|
|
Fractured rock mechanics sample conveyer
|
CN111651900A
|
|
Simulated dynamic upper limit method for calculating rock slope stability of Xigeda stratum
|
CN111651901A
|
|
Time course analysis method for Xigeda stratum rock slope dynamic stability
|
CN111596356A
|
|
Seismic inertia force calculation method for Xigeda stratum rock slope
|
CN111651902A
|
|
Simulated power lower limit method for calculating rock slope stability of Xigeda stratum
|
CN111611728A
|
|
Stability calculation method for Xigeda stratum rock slope trailing edge slip fracture surface position
|
CN111551694A
|
|
Slope instability experimental device and method with rainfall and overload as inducers
|
CN111650099A
|
|
High-efficiency particle analysis method
|
CN111650357A
|
|
Novel experimental device for simulating debris flow evolution process under complex condition
|
CN111535333A
|
|
Complicated reconstruction foundation pit engineering pile foundation structure and construction method
|
CN111535312A
|
|
Grouting valve at bottom of cast-in-place pile for geotechnical engineering construction
|
CN111321746A
|
|
Greening reinforcing device suitable for side slope with unstable surface and construction method
|
CN111321747A
|
|
Greening slope protection structure suitable for steep slope prone to water and soil loss and construction method
|
WO2021072941A1
|
|
Method for replacing and reinforcing coastal silt soft soil foundation by performing two-time dynamic rubble compaction
|
CN111139876A
|
|
Method for calculating limit bearing capacity of sludge soft soil foundation pile group by dynamic compaction replacement of broken stones
|