② If don't take precipitation into account, then, the maximum settlement and maximum horizontal displacement can be express as d_(vmax)=0.65 ×d_(hmax).

The survey has shown that the slope' s maximum horizontal displacement is 50 mm and maximum settlement is 20 mm ,both of them have been proved satisfactory in security requirement.

The test results of foundations of two oil tanks of 50 000m~3 which had been preloaded by 18m thick fill embankment and retested by 17m water-filling show that the effective depth of prefabricated drains can reach 30m,the bearing capacity can reach 340kPa after preloading,the maximum settlement of the ground is 3. 36m and the degree of consolidation reaches 95%.

In order to master the construction quality and operation conditions of the Lianhua concrete facing rockfill dam, the observation data have been analyzed. According to the observation data of the Lianhua concrete facing rockfill dam, its maximum settlement value is 17.0 cm, the maximum bending value of its face slab is 13.2 cm and its seepage volume is 11.0 L/s.

② If don't take precipitation into account, then, the maximum settlement and maximum horizontal displacement can be express as d_(vmax)=0.65 ×d_(hmax).

The survey has shown that the slope' s maximum horizontal displacement is 50 mm and maximum settlement is 20 mm ,both of them have been proved satisfactory in security requirement.

The test results of foundations of two oil tanks of 50 000m~3 which had been preloaded by 18m thick fill embankment and retested by 17m water-filling show that the effective depth of prefabricated drains can reach 30m,the bearing capacity can reach 340kPa after preloading,the maximum settlement of the ground is 3. 36m and the degree of consolidation reaches 95%.

The relationships between the maximum settlement deformation of concrete face rockfill dam(CFRD) and dam height,deformation modulus of rockfill materials,and topographic conditions of dam site have been researched by constructing BP neural networks with Newff function of MATLAB language.

Some conclusions can be drawn as follows:the maximum displacement of the crest along river is up to 1.25 cm while the maximum settlement of the crest is -1.128 cm.

The method takes the geometrical large deformation of the pipelines into account, while the existing method is only suited to solve maximum settlement happening to the infinite far zone.

The cofferdam has operated for three years without any abnormal phenomena, with a total seepage of only 85- 11 m 3/h and a maximum settlement of 16 - 25 cm.

The monitoring results of extensometers,inclinometers,piezometer tips and settleplates installed in the base of six 50000m\+3 oil tanks show that the maximum settlement of the ground is as high as 3\^08m and the consolidation reaches 93% after prloading.

The maximum settlement, 74 mm, which had been predicted as early as 1966, was reached in 1970; in 1977 it amounted to 74.4 mm.

aspera had very short pre-competency periods of 1-2 and 2-3?days after spawning, and relatively long maximum settlement-competency periods of 56-63 and 63-70?days after spawning, respectively.

Maximum settlement occurred at slack water before ebb tide (SBE), with a smaller peak at slack water before flood tide (SBF).

The maximum settlement of the mollusks on scallop collectors occurred in the innermost part of the bay.

The settlement contours in the untreated test area are generally concentric about the center of the test area and the maximum settlement is 9.5 cm.

Longkou power plant, Shandong province is located in an area of soft sandy clay layer liable to liquification. According to the Design the ground should suppert a load intensity of 245 kPa while the bearing capacity of the soft soil is only 117 kPa. So, it was decided to use stone columns for improTing the poor ground. This paper describes the results of in situ measurement and observed settlements of structures. The in-situ measurement includes:( 1 ) the ground acceleration due to horizontal vibrating force...

Longkou power plant, Shandong province is located in an area of soft sandy clay layer liable to liquification. According to the Design the ground should suppert a load intensity of 245 kPa while the bearing capacity of the soft soil is only 117 kPa. So, it was decided to use stone columns for improTing the poor ground. This paper describes the results of in situ measurement and observed settlements of structures. The in-situ measurement includes:( 1 ) the ground acceleration due to horizontal vibrating force caused by the vibroflot and its variation with the distance from the vibrating center;(2) large-sized plate loading tests with plate size of 3.2m × 3.2m and small-sized plate loading tests with plate area of 0.25m2 and 0.5m2;( 3 ) blow count of SPT, penetration resistance of CPT and dynamic paramenters by cross-hole method before and after the installation of stone columns;(4) pore water pressure induced by the installation of stone columns;( 5 ) heaving of ground surface.Up to now, the maximum settlement of 40 mm of main structure was observed.

This paper selects an elasto-plastic model, using two dimensional finite element method, analyses and calculates the consolidation settlement process and the amount of settlement of Zhuangxi sea embankment at Shengli Oil Field. Comparison is made with the results of other settlement calculation methods. The consolidation settlement process and the maximum settlement of the sea embankment foundation at different leading periods have been determined synthetically.

In this paper,a retaining wall lateral movement function is given by regression analysis in deep excavation.Displacement formula in every section is given. According to the relation between ground settlement and retaining wall lateral movement,the authors give the maximum settlement formula in every section,and also give slope,curve defromation and curve radius.Finally, by pipe force equilibrium analysis,the authors give the allowed curve radius.It is determined by comparing both to estimate if the pipes...

In this paper,a retaining wall lateral movement function is given by regression analysis in deep excavation.Displacement formula in every section is given. According to the relation between ground settlement and retaining wall lateral movement,the authors give the maximum settlement formula in every section,and also give slope,curve defromation and curve radius.Finally, by pipe force equilibrium analysis,the authors give the allowed curve radius.It is determined by comparing both to estimate if the pipes may fail. Then the construction unit takes measures to make the pipes in safety.