بدائل البحث:
significant larger » significantly larger (توسيع البحث), significant barrier (توسيع البحث), significantly longer (توسيع البحث)
significant based » significant cause (توسيع البحث), significant barrier (توسيع البحث), significant burden (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
basis » basic (توسيع البحث)
significant larger » significantly larger (توسيع البحث), significant barrier (توسيع البحث), significantly longer (توسيع البحث)
significant based » significant cause (توسيع البحث), significant barrier (توسيع البحث), significant burden (توسيع البحث)
larger decrease » marked decrease (توسيع البحث)
basis » basic (توسيع البحث)
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161
Basic parameters of phosphogypsum.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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162
Chemical composition of phosphogypsum.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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163
Basic parameters of cement.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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164
Chemical composition of red clay.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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165
Flowchart of the testing process.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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166
Mix CBR value/%.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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167
Mixed embankment settlement monitoring results.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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168
Test road monitoring results.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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169
Schematic diagram of the wet/dry cycle process.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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170
Quantitative analysis table of mix composition.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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171
Basic physical indexes of red clay.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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172
Sample preparation process diagram.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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173
Layout plan of settlement monitoring points.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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174
SCA-2 curing agent basic parameters.
منشور في 2024"…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …"
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175
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176
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177
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178
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179
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180