The sheet pile must be inspected to ascertain that FLP 700/8 or FLP 750/8 will not be settled after construction. More isn't always better! When the male / female interlock is fully extended, the most effective amount is slightly less than the measuring gap. The success of these instruments depends on KD400 / 6 surface treatment, bonding and waterproofing sheet pile manufacturers. For example, if the gap is 1/8, the depth of KD 400/6 should be slightly smaller than 1/8. In undisturbed soil, this is usually not a problem, but when anchorage must be in unconsolidated soil, piles may be needed to support trench blocks. Use A-30-- to use FLP750 / 8 small brush or scraper to help FLP 750/8 propagate A-30. Carefully measure the depth. Field tests show that these instruments can be unaffected when piling is properly installed and protected. Continuous deaths near the ground - continuous deaths are shown in KD600 / 6. Active and passive pressure distributions in granular and cohesive soils. Applied to the KD 600/6 base (non leading side). Important - there must be a correct number in interlocking. Determine this measurement before mixing.
The correct groove depth of A-30 is important for KD 400/6 or KD 600/6 or KD 600/8. For the design of cohesive soil, immediate and long-term pressure conditions should be checked to determine the key groove profiles. It is recommended to use two safety factors to prevent failure. That is, to determine the volume required for the interlock length. If necessary, you can calculate the volume to deal with the remaining piles, but check the depth regularly. The length of L -KD 600/8 deadman near the ground is located near the surface and is affected by Anchor Pull T. Experiments show that when the failure occurs, the KD600 / 8 edge effect is fluctuating, as shown in the figure, and the surface of the trenches occurs in one area. The sliding surfaces at both ends are curved. A brief death near the ground (after Teng1) C. Data collection and demonstration. Initial FLP700 / 8 readings should be carried out on all post piling instruments after installation, so as to establish an initial database. In addition, the FLP 700/8 soil in the passive wedge of anchorage should be compacted to at least 90% of the maximum density unless forced to rely on solid natural soil.
The frequency of the trenches should depend on KD400 / 6 and KD600 / 6 and KD600 / 8. The monitoring plan should be upgraded under critical load conditions or elevated wall deflection. In order to help the lubricating pile before driving, please use the brush immersed in soapy water and drive the brush while picking up the pile. After driving, the pile has been hit by water (underground water level KD600 / 8 water), and the FLP700 / 8 pile must reach the final depth within 2 hours. Profiles and routes are usually collected on the trenches every year, and electronic devices should read more KD600 / 8 frequently. Weather conditions and any apparent malformations on the scene should be recorded. The pile must be guided by untreated interlocking devices. The interlocking data driven by the unprocessed interlocking device shall be processed and assessed by qualified personnel and examined by the superior.
The integration of resistance piles along these curved sliding surfaces leads to the following expression to indicate the transient final extinguishing capacity in granular soils. After the A-30 is solidified (firm), the pile can be moved to the dry storage area. Protect KD 600/6 from moisture before driving. N. K. Ovesen50 has carried out 32 different model tests in granular soil and developed a program designed for the design of FLP750 / 8 anchorage grooves. The program is located in the area where the anchorage resistance can be completely moved. The FLP 700/8 pile must be kept at a horizontal position until the A-30 is solidified (it becomes strong enough to not shift when pressed with fingertips). Data should be graphically displayed so that relationships and trends can be easily observed.
FLP700 / 8 and FLP750 / 8 think that the earth pressure before the slab is calculated according to the rupture surface corresponding to the slab translation. If the plastic film is used, the pile will not be collected in the interlock. Data acquisition personnel should use KD 400/6 trench plate equipment. This method can be used to solve the general situation of the height and length of rectangular anchors at any KD600 / 6 depth. If moisture-proof and direct FLP 750/8 sunlight, piles can be stored for weeks for piles. This article does not include the surface load behind the anchors, because they have little influence on the anchorage resistance of the granular KD400 / 6 soil with internal friction angle equal to or greater than 30 degrees.
