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Soil Electronic load ring penetrometer on site

The on-site soil penetrometer instrument for foundation bearing capacity, also known as the electronic intelligent penetration instrument, is used to determine the bearing capacity, compression modulus, and liquid index of cohesive soil, red cohesive soil, collapsible loess, fill soil, mixed soil, frost heave soil, weathered soil, residual soil, sandy soil, and soft soil. Widely used in highways, railways, reservoirs, dams, industrial and civil construction, and teaching experiments. lcd.

    Technical Parameter

    1. Specifications: 200N, 600N, 1000N in three different sizes

    2. Accuracy: 0.5%

    3. Display voltage: 12V battery

    4. Probe: Two types

    5. Probe: Two types

    6. Instrument weight: 3kg

    zealchon detailed picture

    1. 1 cm Micro Penetrometer Data Sheet Suitable for General Cohesive Soil (Front)

    P

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    〔R〕

    35

    43.

    51

    59

    67

    75

    83

    91

    99

    107

    Es

    1.56

    1.86

    2.15

    2.45

    2.75

    3.05

    3.35

    3.65

    3.95

    4.25

    IL

    ----

    ----

    -----

    0.87

    0.85

    0.83

    0.81

    0.79

    0.77

    0.75

    P

    11

    12

    13

    14

    15

    16

    17

    18

    19

    20

    〔R〕

    115

    123

    131

    138

    147

    155

    163

    171

    179

    187

    Es

    4.55

    4.85

    5.15

    5.45

    5.75

    6.05

    6.35

    6.65

    6.95

    7.25

    IL

    0.73

    0.71

    0.69

    0.67

    0.65

    0.63

    0.61

    0.59

    0.57

    0.55

    P

    21

    22

    23

    24

    25

    26

    27

    28

    29

    30

    〔R〕

    195

    203

    211

    219

    227

    233

    243

    251

    259

    267

    Es

    7.55

    7.85

    8.15

    8.45

    8.75

    9.05

    9.35

    9.65

    9.95

    10.25

    IL

    0.53

    0.51

    0.49

    0.47

    0.45

    0.43

    0.41

    0.39

    0.37

    0.35

    2. In the table; P-N Newton instrument reading, R-Kpa ground resistance, Es MPa compression modulus, IL liquidity index

    P

    31

    32

    33

    34

    35

    36

    37

    38

    39

    40

    〔R〕

    275

    283

    291

    299

    307

    315

    323

    331

    339

    347

    Es

    10.55

    10.85

    11.15

    11.45

    11.75

    12.05

    12.35

    12.65

    12.95

    13.25

    IL

    0.33

    0.31

    0.29

    0.27

    0.25

    0.23

    0.21

    0.19

    0.17

    0.15

    P

    41

    42

    43

    44

    45

    46

    47

    48

    49

    50

    〔R〕

    354

    361

    368

    375

    382

    389

    396

    403

    410

    417

    Es

    13.5

    13.75

    14

    14.25

    14.75

    15

    15.25

    16.65

    15.5

    15.75

    IL

    0.14

    0.13

    0.12

    0.11

    0.105

    0.100

    0.095

    0.09

    0.085

    0.08

    P

    51

    52

    53

    54

    55

    56

    57

    58

    59

    60

    〔R〕

    423

    429

    435

    441

    447

    453

    459

    465

    471

    477

    Es

    15.95

    16.15

    16.35

    16.55

    16.75

    16.95

    17.15

    17.35

    17.55

    17.75

    IL

    0.075

    0.07

    0.068

    0.065

    0.060

    0.058

    0.055

    0.052

    0.050

    0.045

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