GeoStru Liquiter 2019

Author: d | 2025-04-23

Softwares GeoStru GeoStru Liquiter 2025. GeoStru Liquiter 2025. Download No reviews yet. File Size 52.03 MB. Publisher GeoStru. Year 2025. Description. Liquiter software Softwares GeoStru Geostru Liquiter 2025. Geostru Liquiter 2025. Download No reviews yet. File Size 45.03 MB. Publisher GeoStru. Year 2025. Description. Liquiter software

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Of water that can exist in an aquifer and can be released under the influence of the aquifer's gravity. The storage coefficient depends on the aquifer (phreatic or artesian), on the permeability of the medium. For phreatic aquifers CI = 30 - 40 % for sandy-gravelly and sometimes silty alluviums. For artesian aquifers under pressure CI is very low = 10 -3 - 10 -6 The flow tests can be carried on single wells as well as on wells with radial piezometers. The flow test data are generally bought on graphics at a logarithmic scale that help defining the hydraulic properties and the subterranean hydrogeology of an aquifer. 1.3.1 Phreatic aquifer WELL IN PHREATIC AQUIFER WITHOUT PIEZOMETERS Input: Maximum draining flow (l/sec) = 45 l/sec © 2012 Geostru SoftwarePage 1 and 2: I Geostru GeoUtility Geostru GeoUtiPage 3: Geostru Geoutility 2 referring to tPage 7 and 8: Geostru Geoutility 6 Input: MaximumPage 9 and 10: Geostru Geoutility 8 stesse solleciPage 11 and 12: Geostru Geoutility 10 0 Page 13 and 14: Geostru Geoutility 12 Tipologia qo Page 15 and 16: Geostru Geoutility 14 1.6 Earth prePage 17 and 18: Geostru Geoutility 16 1.8 Bearing cPage 19 and 20: Geostru Geoutility 18 )} D: Pile diPage 21 and 22: Geostru Geoutility 20 4 D max cm F Page 23 and 24: Geostru Geoutility 22 10 T 33,35 z Page 25 and 26: Geostru Geoutility 24 IndividualizePage 27 and 28: Geostru Geoutility 26 Elastic settl

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3 Geostru GeoUtility As already mentioned, it is convenient to consider conditions that are certainly unfavourable (presence of water in the tension crack, seismic loads), because is not possible to exclude them. The procedure uses a design preliminary phase developed by imposing an assigned value for the sliding safety factor and calculating the total value of the necessary external force. Once the stress in the design anchor calculated, the number of anchors is defined and the position of the stresses is established. On this point, referring to the project final configuration, the sliding and overturning safety factors are once again calculated. For the computation of the stress in the design anchor was followed the procedure below. Using the following notation: D= Foundation diameter l f = Foundation length = Volume unit weight of the anchoring rock K= Coefficient as a function of the friction angle of the anchoring rock t= Anchor average depth d= Anchor diameter ys= Tension corresponding to steel nominal elastic limit c0= Allowable tangential tension for shear non reinforced elements The forces provided by the following relations are calculated: 1b) Anchor ultimate limit force in non-cohesive soils 2b)Steel-concrete adhesion ad =3 c0 3b) Anchor strength The Design Force is assumed to be: the minimum between the N fu , N ad and N yf forces to which a safety factor f is applied in general, the safety coefficient g f f = 2.0 temporary anchors = 2.5 permanent anchors f 1.2 Taylor Taylor Taylor's method allows the computation of the critical height, H c , for certain values of the © 2012 Geostru SoftwareGeostru Geoutility 4 angle of internal friction and slope inclination, for a rupture circle passing through the slope's foot. H c = (c/gamma) N s where: N s c gamma Stability factor Cohesion Volume unit weight N s was obtained from Taylor's diagram The verification was carried out with the following formula: F s = N s c / (gamma H c ) 1.3 Wells WELLS, DRAINING TESTS SOFTWARE WELLS The DRAINING TESTS are used for the calculation of the hydraulic properties (transmissivity and storage coefficient) of a phreatic or artesian aquifer. The transmissivity T defines in a value-parameter the vertical permeability conditions of the lithological-stratigraphical column, and it is defined as a product between the well's thickness and the permeability of the materials forming the aquifer. The storage coefficient CI is the volume. Softwares GeoStru GeoStru Liquiter 2025. GeoStru Liquiter 2025. Download No reviews yet. File Size 52.03 MB. Publisher GeoStru. Year 2025. Description. Liquiter software Softwares GeoStru Geostru Liquiter 2025. Geostru Liquiter 2025. Download No reviews yet. File Size 45.03 MB. Publisher GeoStru. Year 2025. Description. Liquiter software

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Softwares GeoStru GeoStru Liquiter 2025. GeoStru Liquiter 2025. Download No reviews yet. File Size 52.03 MB. Publisher GeoStru. Year 2025. Description. Liquiter software Softwares GeoStru Geostru Liquiter 2025. Geostru Liquiter 2025. Download No reviews yet. File Size 45.03 MB. Publisher GeoStru. Year 2025. Description. Liquiter software