HZ 1080M A,HZ 1080M B,HZ 1080M C,HZ 1080M D,HZM king piles

HZ king piles and AZ 13,AZ 13-10/10,AZ 18 are evaluated with RZU 16,RH 16.The same effective angle of internal friction used for stability analysis of the retaining wall but with zero wall friction. You can see that there is some HZ 1080M A displacement due to the installation of the sheet pile wall. Reduction factor EI Enter the reduction factor fEI applied to the stiffness EI. For homogeneous soils -12 with Q-case strength parameters, (KA = KP = 1)where c is the effective soil cohesive strength used for stability analysis of the retaining wall. Click on HZ king pile the tab for Stage 3 and display the deformed boundaries by clicking on the Display Deformed Boundaries button on the toolbar at the top. The corrected factor is EIcorrected = EI fEI. This sheet piling can be for AZ 18-10/10,AZ 26,AZ 13-770.Factor D < 1 as defined in article 6.4(3) of Eurocode 3 - Part 5 accounting for the possible reduction due to insufficient shear force transmission in the interlocks. Concrete anchors should be designed under the American Concrete Institute (ACI) 318 (1983) specifications for concrete structure in contact with the earth.

Now you can see a HZM king pile in the sheet pile wall and the heave of the bottom of the excavation, due to removal of the excavated material. Note to reduction factor Enter a note to describe why a reduction factor is -14 applied. (c) Reduced anchor HZ 1080M B wall capacity. If the Check vertical balance option in the Model window of is selected, additional input data are needed for the vertical balance check: Specify the query locations as shown in the dialog below and click OK. Height The thickness of the sheet piling profile, i.e. the height of the crosssection. Note: HZ 1080M C and HZ 1080M D in -12,-14 should be used for -12 or -14 vertical force balance check in the unplugged case. When physical constraints require violation of the minimum spacing between anchor wall and retaining wall, the attendant reduced anchor wall capacity should be evaluated by the procedures discussed by Terzaghi (1934). However, according to article 5.3 of the CUR 166 recommendations (part 1), the coating area has to be used -24 only in case of a single HZ 1080M C pie, not in case of a retaining wall. Therefore, for unplugged case, the program uses a wall surface of 1 m2/m. Here the bulging of the wall is more pronounced.(d) Structural design of sheet pile and concrete anchor walls. Coating area The area of HZM king piles coating of the sheet piling ( > 1). This is defined as the length of the perimeter of the sheet piling section per running meter of wall. To see the actual displacement of the -26 wall we can add a query point. Go to Query → Add Material Query and select the point at the head of the lower bolt (10,13) and hit enter. Combined wall should be designed for AZ14-770-10/10,AZ 18-700 maximum bending moment and shear under the stress limitations delineated in Chapter 6. Click the tab for Stage 4 to show the results of the second level of excavation.

HZ 1080M A and HZ 1080M B in -24,-26 of a dead man near the -24 and -26 surface for AZ 20-700, AZ 26-700 RZD 16.The section modulus (also called resisting moment in the Netherlands) of the sheet piling, per running meter, used for a Feasibility control. Discontinuous anchors. Discontinuous anchors (or dead men) are usually composed of relatively short walls or blocks of concrete. The representative combined walls cone resistance of the soil at the bottom of the sheet piling. This is equal to the maximum point HZ 1080M D resistance qb; max as defined in Eurocode 7 (NEN, 2012). The maximum point resistance qb;max is used to calculate Rb;k, the characteristic value of the base resistance, according to article 7.6.2.3(5) of Eurocode 7.