CASE CENTER

Case studies

Real projects, searchable by stratum and project type — each with on-site photos and quantified results.

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Project distribution

Published cases grouped by region — darker tiles mean more cases.

Northwest1
North0
Northeast0
Southwest1
Central1
East1
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Overseas1
6 cases
East · Metro / shield - Water-rich sand cross passage: 3 mm settlement, 6 days aheadEast · Metro / shield

Water-rich sand cross passage: 3 mm settlement, 6 days ahead

A metro cross passage in East China crossed water-rich fine silty sand. With high permeability, plain bentonite slurry lost over 15 L/min; the failed wall triggered surface settlement and a 5-day stoppage on a schedule-critical section.

Project scaleOne metro cross passage on the line's critical path, beneath a city road

3mmSettlement control
6 daysAhead to breakthrough
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Southwest · Bridge piles - Pile drilling through pebble strata: 100% hole acceptanceSouthwest · Bridge piles

Pile drilling through pebble strata: 100% hole acceptance

Main-pier piles of a major bridge in Southwest China crossed deep pebble beds with stones over 800 mm. Φ1500 holes shrank to Φ1380, blocking cage installation, and bottom sediment ran thick — more than 4 clean-out passes per pile.

Project scaleMain-pier piles at Φ1500 mm through pebbles over 800 mm

100%Hole acceptance
22%Faster pile drilling
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South · Industrial plants - Hot-humid, saline-groundwater piles in South China: 72 h stableSouth · Industrial plants

Hot-humid, saline-groundwater piles in South China: 72 h stable

A coastal plant foundation in South China hit 35‰ saline groundwater and hot, humid weather. The slurry flocculated out within 4 hours, forcing three slurry changes per shift with heavy idle time.

Project scaleCoastal industrial plant piles in 35‰ saline groundwater and hot, humid conditions

72hStable circulation
1/5Slurry change frequency
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Central · Municipal utility tunnels - Pipe-jacking loss response in Central China: plugged in 2 hoursCentral · Municipal utility tunnels

Pipe-jacking loss response in Central China: plugged in 2 hours

Slurry suddenly escaped during pipe jacking for a utility tunnel in Central China. It drained along a cover channel, surface settlement hit 30 mm and kept growing, endangering a nearby gas line.

Project scaleA utility-tunnel jacking section with 30 mm ground settlement beside a gas main

2 hoursTime to plug
3 daysEarlier resumption
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Northwest · Bridge piles - Boulder-strata pile walls in Northwest China: 98% wall stabilityNorthwest · Bridge piles

Boulder-strata pile walls in Northwest China: 98% wall stability

A bridge foundation in Northwest China crossed boulder beds. Large stones violently disturbed the walls — collapse and spalling were frequent, and heavy waste slurry forced constant pond clean-outs.

Project scaleBridge piles through boulder beds with large stones and severe wall disturbance

98%Wall stability rate
40%Waste slurry reduction
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Overseas · Port works - Seawater-ground slurry flocculation: 28% less bentoniteOverseas · Port works

Seawater-ground slurry flocculation: 28% less bentonite

An overseas port project mixed slurry with seawater at about 32‰. Conventional mud flocculated out in the salt and could not form a film on the wall; bentonite consumption was high and remote resupply pushed costs up.

Project scaleOverseas port piles mixed with seawater at about 32‰ salinity

35‰Salt tolerance
28%Bentonite reduction
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