Lime soil unconfined pressure gauge is the best testing instrument. It is used to measure the soft clay with greater saturation, the axial pressure under the unrestricted lateral direction to the force when the sample breaks, to obtain the unconfined compressive strength of the soil. At the same time, the sideline compressive strength test is also used to determine the sensitivity of the soil. (Sensitivity is the ratio of the unlined compressive strength of the undisturbed soil to the remolded soil that retains its natural moisture content).

石灰土无侧限压力仪技术指标：

★A大荷载：5KN

★手动上升速度：18圈/1mm

★丝杠盘直径：Ф52mm

★丝杠移动距离：50mm

★试件尺寸：Φ50X50 Φ50X100

★重量: 40kg

★外形尺寸: 600x500x800(mm)

Lime soil unconfined pressure gauge technical index:

★ A large load: 5KN

★ Manual ascent speed: 18 turns / 1mm

★ Screw plate diameter: Ф52mm

★ Screw movement distance: 50mm

★ Test piece size: Φ50X50 Φ50X100

★ Weight: 40kg

★ Dimensions: 600x500x800 (mm)

石灰土无侧限压力仪试验方法：

★将原状土按天然层次方向放在桌上，用削土刀或钢锯削成大于式样的直径的土柱，放入切土盘的shang xia 盘之间，再用削土刀或钢锯沿侧板自上而下细心切削，同时边转动圆盘，直至达到要求为止，取出式样，按要求的高度削平两端，端面要平整，且与侧面垂直，上下均匀，如试件表面因硕碱或其它杂质二成空洞时，允许用土补充。

★试件的直径和高度应与重塑筒直径和高度相同，重塑筒直径40毫米，高为100厘米。

★用卡尺测量切削好的试件的高度及上、中、下各部的直径，以下式计算其平均直径DP

DP=（D1+2D2+D3）/4

式中：DP~试件平均直径，厘米。D1.、D2、D3~试件上中下部分的直径、厘米

★在试件两端抹一薄层凡士林，如为水分蒸发，试件侧面液抹一层凡士林。

★件放在无侧限测定仪加压板上，转动手轮，使其与上压板刚好接触，调试力环量表读数为零。

★应变为1—3%速度转动手轮（约6—12转、分）使试验在8—20分钟完成。

★前，每0.5%应变记读量表读数一次，应变达3%以后每1%应变记读量表读数一次。

★当量表读数达到峰值或读数达到稳定，在继续进3~5%应变值即可停止试验，如读数无稳定值，由轴向应变达25%时，即可停止试验。

★试验结束后，迅速反转手轮取下试样，描述破坏情况。

Test method for unconfined pressure gauge of lime soil:

★ Place the undisturbed soil on the table in the direction of the natural layer, use a paring knife or hacksaw to cut a soil column larger than the diameter, place it between the shang xia plate of the cutting plate, and then use the paring knife or hacksaw Carefully cut from top to bottom along the side plate, while rotating the disk until the requirements are reached, remove the pattern, and flatten the two ends at the required height. When alkali or other impurities become hollow, soil supplementation is allowed.

★ The diameter and height of the test piece should be the same as the diameter and height of the reshaped cylinder. The diameter of the reshaped cylinder is 40 mm and the height is 100 cm.

★ Use a caliper to measure the height of the cut test piece and the diameters of the upper, middle and lower parts, and calculate the average diameter DP by the following formula

DP = (D1 + 2D2 + D3) / 4

Where: DP ~ average diameter of test piece, cm. D1., D2, D3 ~ diameter, cm

★ Wipe a thin layer of vaseline on both sides of the test piece. If the water evaporates, apply a layer of vaseline on the side of the test piece.

★ The parts are placed on the pressure plate of the unconfined measuring instrument. Turn the hand wheel to make it just contact the upper pressure plate. The reading of the debugging force ring gauge is zero.

★ The strain should be 1-3%. Turn the handwheel (about 6-12 revolutions, minutes) to complete the test in 8-20 minutes.

★ Before, every 0.5% strain reading scale reads once, after the strain reaches 3% every 1% strain reading reads the scale.

★ When the reading of the scale reaches the peak value or the reading reaches stability, the test can be stopped when the 3 ~ 5% strain value is continuously continued.

★ After the test, quickly reverse the handwheel to remove the sample and describe the damage.

石灰土无侧限压力仪操作规程:

★ 将原状土按天然层次的方向安放在桌面上，用削土刀或钢丝锯切削成稍大于试样直径及高度的土柱毛坯，放入切土盘的上下托盘之间，用钢丝锯或切土刀，沿侧板由上往下细心切削所需直径和规定高度，两端要削平整，并与侧面垂直，上下均匀，然后立即称重，取切削下的余土测定其含水量。

★将试样两端及侧面涂以一薄层凡士林，置于压板中，转动摇把保留使试样与上加压板刚好接触，量表调零，然后反时针转动摇把，电机以每分钟加压板推进 2-4mm，直至土样破损，此时在百分表上读数，计算轴向应力。

★若试验进行到测力环中百分表指针不停止前进，则该土属于塑流破坏，则试验应进行到试样的总应变达 20%以上，以应变 20%时的应力为无侧限抗压强度。

★试验结束后，正时针转动摇把，取下试样，然后将止转插销拔出，直接转动下升降板迅速下降至试验前位置。

Lime soil unconfined pressure gauge operating procedures:

★ Place the undisturbed soil on the tabletop in the direction of the natural layer, use a trowel or a wire saw to cut a soil column blank that is slightly larger than the diameter and height of the sample, and place it between the upper and lower trays of the cutting disc. Cutter, carefully cut the required diameter and specified height along the side plate from top to bottom, both ends must be flattened and perpendicular to the side, evenly up and down, then immediately weighed, and the remaining soil under the cutting is measured to determine its moisture content.

★ Apply a thin layer of petroleum jelly to both ends and sides of the sample and place it in the pressure plate. Turn the rocker to keep the sample just in contact with the upper pressure plate, adjust the gauge to zero, and then turn the rocker counterclockwise. The pressure plate is advanced for 2-4mm in a minute until the soil sample is damaged. At this time, it is read on the dial indicator to calculate the axial stress.

★ If the test is carried out until the pointer of the dial indicator in the dynamometer ring does not stop, the soil is a plastic flow failure. The test should be carried out until the total strain of the sample reaches more than 20%, and the stress at the strain of 20% is no side Limit compressive strength.

★ After the test, turn the rocker clockwise to remove the sample, and then pull out the anti-rotation pin, and directly rotate the lower lifting plate to quickly descend to the position before the test.

石灰土无侧限压力仪保养及注意事项:

1、使用后，应将仪器擦拭干净，涂以薄层油脂，以防生锈。

2、量力环在出厂时附有应力----应变曲线表，使用时应定期（一年）校验。

3、仪器上的百分表，本厂一律不附，由用户单位自行配置。

4、规格：量力环量表：10mm、0.01mm,轴向位移量表：30mm、0.01mm

Maintenance and precautions of lime soil unconfined pressure gauge:

1. After use, the instrument should be wiped clean and coated with a thin layer of grease to prevent rust.

2. The force-strain ring is attached with a stress-strain curve table when it leaves the factory. It should be checked regularly (one year) when used.

3. The dial indicator on the instrument is not attached by the factory and is configured by the user unit.

4. Specifications: Measuring ring scale: 10mm, 0.01mm, axial displacement scale: 30mm, 0.01mm

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