22TCN 244-98 PDF

x. Report 22 TCN (Xu ly dat yeu bang bac tham).pdf Documents · 22 TCN 22 TCN Cat gia co xi mang – TCN Pham vi. 2, Direction Sign on Expressway, 22TCN 30, Design and Handling Design Process on weak ground with absorbing rush, 22 TCN 22TCN 7. Standard for soft soil treatment design with PVD. 22TCN – 8. Geo-textiles in construction of embankment on soft soil.

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Qi — Weight of sliding piece i or sliding block i. At the time of embanking completion and 2 months after embanking. Viscosity of the soil type is stable.

Longitudinal distribution scope of vehicle loads. Hence, the objectives of the regulations in this standard is to ensure the dimension and geometric factors of the embankment on the 2444-98 ground including sub-grade elevation being as same as in the design during construction and exploitation later. Berm height shall not be too big so not to cause in swelling displacement instability for berm embankment itself.

22 TCN 246-98 x

Requirements on embankment stability Page 2 of 40 22 TCN – Embankment on soft soil should be stable, undamaged due to changes in the construction of embankment embankment is carried out in accordance with design or carried out with elevation over the 22tfn in design for pre-loading and in operation afterwards. Two geotextile layers above each 25cm embankment 3. Causes for wet areas.

  BS EN ISO 13920 PDF

Consolidation obtained depending on Tv.


To prepare diagram of total settlement S and time clearly stated period of each stage of embankment and pre-loading. Grade of pre-loading embankment shall be 1: Page 33 of Ai — Determined value of the property in each testing time n — Testing time towards each property In choosing calculation value of each property. Section to vane shear exploratory and drilling for sampling shall be arranged in the relatively highest embankment and in the most specific soft soil layer.

Page 9 of General Requirements for embankment structure on soft ground IV.

One layer of geotextile above 30cm embankment 2. Design process of bridges and drains in limited situation applied for drain design. Prior – Viability researching report was approved by Minister in May, 24-498 When applying treatment method for embankment on soft soil that requires controlling embanking speed. Besides, it is referred for embankment design of airport on the soft ground.

[PDF] 22TCN _En, 22 TCN –

Rod with diameter of 4cm or more should be used. Total settlement 22tcb S shall be forecasted and calculated from the beginning of embankment works until in full settlement in order to embank for settlement prevention embankment shall be extended towards sub-grade width compared with the one in design.


Only difference is that the calculation by V-2 and V-3 is step by step one. Other properties are determined in accordance with equivalent Vietnam Standards. G — Weight of one vehicle the heaviest one. Width of sliding piece di shall not be more than 2m and length of sliding curve within 22ycn piece l i must be located on the same soil layer.

Buffering sand layer shall be arranged between soft soil layer and embankment in order to increase consolidation drainage capacity under the soft soil layer upwards natural ground by effect of embankment loading capacity. L is equal to the depth of PBDs.

Vehicle arrangement plan to determination of vehicle load on soft soil B is transverse distribution width of vehicle m determined as in figure II. The types having origin of organic matters are usually formed in lakes ditches where there are stagnant water and high level underground water.

PBD used for vertical consolidated drainage must satisfy the following requirements: For other properties of geo-textile. Page 7 of