DMT-T1 flat shovel side expansion gauge

DMT-T1 flat shovel side expansion gauge

Introduction:

The DMT-T1 lateral dilatometer test combines the functions and advantages of static penetration testing and lateral pressure testing: it is fast, accurate, and economical to test.

Good reproducibility of test data, minimal human influence factors, automatic data collection and storage, automatic control of test signals, belonging to domestic and foreign marketsShou Chuang has a DMT data processing system (software) and bidirectional communication with it.

Can provide many important parameters of soil: lateral pressure coefficient Ko, pore water pressure U, undrained shear strength Cu, effective internal friction angle of sand soil Φ, subgrade reaction coefficient Kn, over consolidation ratio OCR, compression modulus, elastic modulus, shear modulus, soil layer classification and naming, compaction control, bulk density, judgment of sandy soil liquefaction, etc.

Penetration is generally achieved by using a static cone penetration tester to press into the soil, or by using a dynamic probing hammer to strike into the soil.

The DMT test is applicable to various types of clay, silt, and sandy soil layers.

Using USB storage for transmission makes data transfer with the computer more efficient and convenient.

DMT-T1 flat shovel side expansion gaugeMain parameters:

1. Flat shovel expansion test probe: length 230-240mm, width 95mm, thickness 15mm;

2. Steel film diameter: 60mm;

3. Rated air pressure: 4MPa;

4. Test depth: 0-50m (can be deepened for special formations); The testing spacing can be adjusted as needed according to actual needs.

5. Full process indication error: ± 0.1% F.S

6. Low power consumption, using rechargeable lithium batteries, with a standby time of up to 24 hours.

DMT-T1Main parameters of the flat shovel side expansion gauge:

1. Flat shovel expansion test probe: length 230-240mm, width 95mm, thickness 15mm;

2. Steel film diameter: 60mm;

3. Rated air pressure: 4MPa;

4. Test depth: 0-50m (can be deepened for special formations); The testing spacing can be adjusted as needed according to actual needs.

5. Full process indication error: ± 0.1% F.S

6. Low power consumption, using rechargeable lithium batteries, with a standby time of up to 24 hours.

DMT-T1 flat shovel side expansion gauge

Introduction:

The DMT-T1 dilatometer test combines the functions and advantages of static cone penetration test and lateral pressure test: the test is fast, accurate, and economical.

The test data has good reproducibility, minimal human influence factors, automatic data collection and storage, and automatic control of test signals. It is a domestic and foreign innovation and has a DMT data processing system (software) for bidirectional communication.

Can provide many important parameters of soil: lateral pressure coefficient Ko, pore water pressure U, undrained shear strength Cu, effective internal friction angle of sand soil Φ, subgrade reaction coefficient Kn, over consolidation ratio OCR, compression modulus, elastic modulus, shear modulus, soil layer classification and naming, compaction control, bulk density, judgment of sandy soil liquefaction, etc.

Penetration is generally achieved by using a static cone penetration tester to press into the soil, or by using a dynamic probing hammer to strike into the soil.

The DMT test is applicable to various types of clay, silt, and sandy soil layers.

Using USB storage for transmission makes data transfer with the computer more efficient and convenient.