Rajkot
08048037325
+917211144481
GROUND ENGINEERING AND IMPROVEMENT WORKS

PACKER PRESSURE GROUTING

Phone Number

08048037325

Please keep 0 before dialling the number.

Email Address adgeoengpvtltd@gmail.com

Mon-Thu: 10 AM - 2 PM • Fri: 3 PM - 7AM

Other Website Visit our other website
Address Survey No. 46, Om industrial area, Plot No. 14, Sub Plot No. 14/3, Survey No. 150, Old, Kotada Sangani, near Power House, Piplana, Rajkot, Gujarat 360030

Rajkot, India, 360030

Description

Packer pressure grouting is a specialized grouting technique used for injecting grout into soil or rock formations under controlled pressure through packers installed in drilled boreholes. Packers are expandable rubber or mechanical devices used to seal a section of the borehole, allowing grout to be injected precisely into the targeted zone. Methodology The process begins with drilling boreholes to the required depth. Packers are then inserted into the borehole at specific intervals to isolate sections (stage grouting). Grout, typically cement slurry, microfine cement, or chemical grout, is injected through pipes at controlled pressure using a grouting pump. The packer expands and seals the borehole, ensuring that grout is directed into the surrounding soil or rock mass rather than flowing back along the borehole. Grouting is carried out in stages (top-down or bottom-up method), and parameters such as injection pressure, grout volume, and flow rate are continuously monitored. Applications • Seepage control in dams, tunnels, and foundations • Rock mass strengthening and stabilization • Filling of joints, fissures, and voids in rock • Improvement of weak soil strata • Underpinning and foundation repair Advantages • Precise control of grout injection zone • Effective penetration in fractured rock • Reduced grout loss and wastage • Improved efficiency in deep grouting operations Monitoring & Control Proper control of pressure is essential to avoid hydrofracturing or excessive uplift. Grouting records are maintained for each stage, including pressure, volume, and refusal criteria.

Other Services

view all

LABORATORY SOIL TESTING

1. Identification & Classification Properties Properties: Soil Type (Clay, Sand, Silt, Gravel) Particle Size Distribution Plasticity Characteristics Tests: Moisture Content Test Specific Gravity Test Grain Size Analysis (Sieve Analysis & Hydrometer Test) Atterberg Limits (Liquid Limit, Plastic Limit, Shrinkage Limit) Soil Classification (USCS / AASHTO System) 2. Strength Properties Properties: Shear Strength (Cohesion “c” & Angle of Internal Friction “φ”) Bearing Capacity Stability of Soil Tests: Triaxial Shear Test (UU, CU, CD) Direct Shear Test Unconfined Compression Test (UCS) Vane Shear Test (Lab / Field) 3. Compaction Properties Properties: Optimum Moisture Content (OMC) Maximum Dry Density (MDD) Tests: Standard Proctor Test Modified Proctor Test 4. Consolidation & Settlement Properties Properties: Compressibility Settlement Characteristics Rate of Settlement Tests: One-Dimensional Consolidation Test (Oedometer Test) Swell Pressure Test Collapse Potential Test 🔹 5. Permeability Properties Properties: Coefficient of Permeability (k) Seepage Characteristics Tests: Constant Head Permeability Test (for coarse soil) Falling Head Permeability Test (for fine soil) 6. Density & State Properties (Soil ki compactness aur field condition) Properties: Bulk Density Dry Density Relative Density (for sand) Degree of Compaction Tests: Bulk Density Test Dry Density Test Relative Density Test 7. Special Properties (Project Specific) Properties: Swelling & Shrinkage Behavior Expansive Nature CBR Value (Road Design) Tests: Free Swell Index Test Swell Pressure Test California Bearing Ratio (CBR) Test

footerhc