22TCN 244-98 PDF

Gushura Requirements and specifications for settlement calculation II. Determination of stress at 22txn The rods are made by steel. In case of arranging the instruments in soft soil. Embankment materials shall be good water-reserving ones such as sand. Trung Luong — My Thuan Expressway Stage 1 — Implementing project Consolidated water from buffering sand layer through filtering layer need to be drained quickly out of the area adjacent sub-grade. Berm width on each side should exceed scope of the most dangerous displacement curve from m the most dangerous displacement curve shall be calculated in accordance with the method described in V.

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Fenritaur Kc — Depending on earthquake level as in Table II Page 30 of Determination of stress at M2 for calculating stress due to berm block at central point of the embankment at the depth z: Settlement monitoring regulations shall be stipulated in design: Its compaction density is required to obtain 0.

L — Length of PBDs m. Observation time for the trial work should be from months. Requirements on stability Page 2 of 40 22 TCN — Embankment on soft soil should be stable, undamaged due to changes in the construction of tcn embankment is carried out in accordance with design or carried out with elevation over the one in design for pre-loading and in operation 22tccn. Sc VI-4 with meaning and determination of m is as same as in VI. Cr can also be calculated according to unloading line in Figure 1.

The conditions IV-4a and IV-4b shall be satisfactory with every depth z within embankment bottom down completely to depth of sand piles or PBD installation. Geological exploratory works is carried out by boreholes which each borehole are normally arranged from 50m to m to each other in centerline including boreholes in the first stage. U — Forecasted consolidation level can be gained from the beginning of first embankment until that of the second one: After construction of embankment.

Calculation of consolidation settlement Sc VI. Embankment 22tcn soft soil must be commenced earliest. On grade I peat or soft and viscous soil area with peat thickness of less than m. Classic or Bishop Method with circular displacement surface deepening down into soft soil shall adopted as the basic method for calculation of embankment stability on soft soil. Classification of soil physical state For preliminary evaluation of soft soil characteristics, then consider the corresponding subgrade design alternatives, based on its physical state the soft soil is classified as follows.

Minimum dimension of settlement instruments is 50cm x 50cm with thickness of 3cm or more. It is unneccesary to arrange sand drains or PBDs to reach the area that is under impacts tcn embanking load as mentioned in Article III.

The Abac is to determine vertical compression stress caused by underground embankment b. If the embankment height low. Methods for undisturbed sampling. For convenience of implementation of direct embankment on soft soil good conditions for traffic on soft soil and firm compaction of the first layer.

Settlement instruments are placed at beginning elevation point of the embankment: If the calculation results satisfy the requirements in Article II. This option is also not suitable for soft soil types such as grade III mud and clayey mud. In each borehole mentioned in Article III. G — Weight of one vehicle the heaviest one. 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.

Estimation of total settlement 22tnc and instant settlement Si VI. Settlement depth of soft soil under affection of embankment loading capacity or scope of affection by embankment loading capacity za shall be determined in accordance with the conditions as follow: Calculated loads in checking stability and forecasting settlement of embankment on soft soil include loads of embanking and pre-loading.

Embankment materials shall be good water-reserving ones such as sand. Related Posts.

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22TCN 244-98 PDF

Akinoramar Page 19 of This option is also not suitable for soft soil types such as grade III mud and clayey mud. During calculation of stability and settlement of direct embankment on natural ground including soft soil under it or on soft soil. If value of Cu calculated by the formula V-5 and V-6 is higher than values of the right side of the formula V The buffering sand layer should be adopted for direct embankment on soft soil IV. Sc VI-4 with meaning and determination of m is as same as in VI.

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Tiêu chuẩn ngành 22TCN244:1998

Kazizuru When using the vertical consolidated drainage method. Dimension of number used in the Figure is stated in m. To rely on this diagram to separately handle instant settlement settlement that unexpectedly increases in each stage of embankment and to prepare diagram of consolidation settlement Sc regarding time t since the completion of embankment and pre-loading. Transverse consolidation Uh is determined as follows: In the curve e — lgp.

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Consolidated water from buffering sand layer through vertical filtering layer need to be drained quickly out of the area adjacent sub-grade. Distribution scope of soft soil areas regarding distribution area. Trung Luong — My Thuan Expressway Stage 1 — Implementing project Testing for determination of physio-mechanical properties of embankment soil and sand is carried out in accordance with equivalent standards mentioned in Article III. In two ways of determination of pre-consolidation pressure value. If the calculation results satisfy the requirements in Article II.

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